Bridge Statistics for Kaneohe, Hawaii (HI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 3000830300008,  Location: .2 MI N WEED JUNC (Lat: 21.577864,  Lng: -158.102836),  Route carried "on" structure: US 83,  Year Built: 1993,  Status: Open,  Structure Length: 36.28m (119.03ft),  Average Daily Traffic: 11,600 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,411 (year 2025),  Design Load: HS 20,  Features Intersected: HELEMANO STREAM,  Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.129,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 28.5 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: 22.0 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000830304273,  Location: 0.13MI S/KAHIKO ST (Lat: 21.385383,  Lng: -157.791333),  Route carried "on" structure: US 83,  Year Built: 1968,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 28,700 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 40,600 (year 2025),  Design Load: HS 20,  Features Intersected: KAMOOALII STRM (O.B),  Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.765,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.0 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: 34.7 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: 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: June 2020,  Roadway Improvement Cost: $43,000,  Total Project Cost: $639,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000830304369,  Location: 0.17MI NW/PALI GC ACC RD (Lat: 21.378858,  Lng: -157.784611),  Route carried "on" structure: US 83,  Year Built: 1933,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 38,300 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,220 (year 2025),  Design Load: HS 20,  Features Intersected: DBL 12X10 RCB,  Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.310,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 3000830404094,  Location: 0.08MI E/KAHEKILI HWY (Lat: 21.403553,  Lng: -157.805861),  Route carried "on" structure: US 83,  Year Built: 1959,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 17,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 44,041 (year 2025),  Design Load: HS 20,  Features Intersected: KANEOHE STR DBL 10X8 CBC,  Facility Carried by Structure: LIKELIKE HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.885,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 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: Better than present minimum criteria,  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: June 2020

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Structure Number: 3000830404123,  Location: 0.13MI E/ANOI RD (Lat: 21.403456,  Lng: -157.802072),  Route carried "on" structure: US 83,  Year Built: 1959,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 31,800 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 44,041 (year 2025),  Design Load: HS 20,  Features Intersected: KAMOOALII STRM TPL 12X13,  Facility Carried by Structure: LIKELIKE HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.351,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 56.1m (184.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3000H30200022,  Location: 0.22MI W/BEG RAMP"M" (Lat: 21.370692,  Lng: -157.914311),  Route carried "on" structure: Ramp Interstate H3,  Year Built: 1973,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 49,100 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,220 (year 2025),  Design Load: HS 20,  Features Intersected: HALAWA STRM(HIC #13),  Facility Carried by Structure: RAMP "M"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H30200647,  Location: 2.14 MI W OF LIKELIKE HWY (Lat: 21.403792,  Lng: -157.834258),  Route carried "on" structure: Interstate H3,  Year Built: 1991,  Status: Open,  Structure Length: 19.66m (64.50ft),  Average Daily Traffic: 49,100 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 54,950 (year 2027),  Features Intersected: HAIKU VALLEY
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 10.635,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.9 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: 28.2 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3000H30200648,  Location: 2.13 MI W OF LIKELIKE HWY (Lat: 21.403311,  Lng: -157.834236),  Route carried "on" structure: Interstate H3,  Year Built: 1991,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 49,100 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,220 (year 2025),  Design Load: HS 20,  Features Intersected: HAIKU VALLEY
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 10.635,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.0 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: 50.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3000H3020066,  Location: 2.01 MI W OF LIKELIKE HWY (Lat: 21.404739,  Lng: -157.823333),  Route carried "on" structure: Interstate H3,  Year Built: 1994,  Status: Open,  Structure Length: 201.52m (661.15ft),  Average Daily Traffic: 49,100 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 54,950 (year 2027),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: WINDWARD VIADT IB
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 10.619,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 91.5m (300.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.7 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: 34.0 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 3000H30200841,  Location: 2.37 MI W OF KAM HWY (Lat: 21.392744,  Lng: -157.812903),  Route carried "on" structure: Interstate H3,  Year Built: 1996,  Status: Open,  Structure Length: 51.28m (168.24ft),  Average Daily Traffic: 37,200 (year 2017),  Average Future Daily Traffic: 30,100 (year 2027),  Design Load: HS 20,  Features Intersected: LIKELIKE HWY,  Facility Carried by Structure: H-3
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 13.534,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 3000H30200842,  Location: .8 MI S KAHEKILI HWY (Lat: 21.392933,  Lng: -157.813158),  Route carried "on" structure: Interstate H3,  Year Built: 1996,  Status: Open,  Structure Length: 49.60m (162.73ft),  Average Daily Traffic: 37,200 (year 2017),  Average Future Daily Traffic: 30,100 (year 2027),  Design Load: HS 20,  Features Intersected: LIKELIKE HWY
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 13.500,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.5 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: 24.9 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 3000H30200843,  Location: 2.35 MI WEST OF KAM HWY (Lat: 21.390658,  Lng: -157.813619),  Route carried "on" structure: Ramp Interstate H3,  Year Built: 1996,  Status: Open,  Structure Length: 21.74m (71.33ft),  Average Daily Traffic: 37,200 (year 2017),  Average Future Daily Traffic: 30,100 (year 2027),  Design Load: HS 20,  Features Intersected: LULUKU STREAM,  Facility Carried by Structure: KANEOHE IC RAMP B
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 13.564,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 41.2m (135.2ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 62.9 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: Better than present minimum 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,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H30200902,  Location: .5 MI S KANEOHE IC (Lat: 21.385878,  Lng: -157.812036),  Route carried "on" structure: Interstate H3,  Year Built: 1991,  Status: Open,  Structure Length: 10.22m (33.53ft),  Average Daily Traffic: 27,200 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,600 (year 2025),  Design Load: HS 20,  Features Intersected: KUOU STREAM
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 14.513,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 75.5 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: 54.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3000H30201242,  Location: KAPAA QUARRY ACC RD A-1 (Lat: 21.390344,  Lng: -157.775383),  Route carried "on" structure: US H3,  Year Built: 1976,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 24,400 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,600 (year 2025),  Design Load: HS 20,  Features Intersected: 3-84"RCP CULVT,  Facility Carried by Structure: QUARRY ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.004,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 33.0 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: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.89m (19.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Roadway Improvement Cost: $65,000,  Total Project Cost: $971,000

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Structure Number: 3000H30201243,  Location: 2.23MI S/KANEOHE B LO RD (Lat: 21.390039,  Lng: -157.775231),  Route carried "on" structure: Interstate H3,  Year Built: 1977,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 24,400 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,600 (year 2025),  Design Load: HS 20,  Features Intersected: KAPAA QUARRY RD SEP#2 IB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.004,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.3 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: 38.2 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Roadway Improvement Cost: $51,000,  Total Project Cost: $771,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H30201244,  Location: 2.24MI S/KANEOHE B LO RD (Lat: 21.389900,  Lng: -157.775078),  Route carried "on" structure: Interstate H3,  Year Built: 1977,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 24,400 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,600 (year 2025),  Design Load: HS 20,  Features Intersected: KAPAA QUARRY RD SEP#2 OB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.020,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.3 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: 38.2 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H30201268,  Location: 2.OMI S/KANEOHE BAY LO RD (Lat: 21.393136,  Lng: -157.773233),  Route carried "on" structure: Interstate H3,  Year Built: 1977,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 24,400 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,600 (year 2025),  Design Load: HS 20,  Features Intersected: KAPAA QUARRY RD SEP#1 OB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.406,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.7 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: 30.8 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Roadway Improvement Cost: $59,000,  Total Project Cost: $886,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H30201269,  Location: 2.OMI S/KANEOHE BAY LO RD (Lat: 21.393000,  Lng: -157.773503),  Route carried "on" structure: Interstate H3,  Year Built: 1977,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 24,400 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,600 (year 2025),  Design Load: HS 20,  Features Intersected: KAPAA QUARRY RD SEP#1 IB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.422,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.8 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: 26.9 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H30201373,  Location: 0.95MI S/KANEOHE B LO RD (Lat: 21.406622,  Lng: -157.766042),  Route carried "on" structure: Interstate H3,  Year Built: 1971,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 12,000 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,590 (year 2025),  Design Load: HS 20,  Features Intersected: KAILUA I C (I B )
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.096,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 43.1 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: 33.0 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H30201374,  Location: 0.96MI S/KANEOHE B LO RD (Lat: 21.406547,  Lng: -157.765822),  Route carried "on" structure: Interstate H3,  Year Built: 1971,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 12,000 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,590 (year 2025),  Design Load: HS 20,  Features Intersected: KAILUA I C (O B )
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.112,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H30201525,  Location: 0.57MI N/KANEOHE BAY LO (Lat: 21.427678,  Lng: -157.760153),  Route carried "on" structure: Interstate H3,  Year Built: 1967,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 10,800 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,590 (year 2025),  Design Load: HS 20,  Features Intersected: MOKAPU IC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.636,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 34.0 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: 26.2 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H30201589,  Location: 1.21MI N/KANEOHE B LO RD (Lat: 21.435408,  Lng: -157.757097),  Route carried "on" structure: Interstate H3,  Year Built: 1967,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 17,500 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,775 (year 2025),  Design Load: HS 20,  Features Intersected: TWIN 21.5'X6.0' RCB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.633,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Underwater Inspection Date: July 2018,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3000H3031132,  Location: .19 MILE SW OF ROUTE 83 (Lat: 21.382864,  Lng: -157.793342),  Route carried "on" structure: ServiceInterstate H3,  Year Built: 1988,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 24,400 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,600 (year 2025),  Design Load: HS 20,  Features Intersected: H3,  Facility Carried by Structure: KAHIKO STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.217,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: 57.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H3031141,  Location: 30' SW 0F KAMOOALII STRM (Lat: 21.385289,  Lng: -157.791475),  Route carried "on" structure: Interstate H3,  Year Built: 1988,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 24,400 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,600 (year 2025),  Design Load: HS 20,  Features Intersected: SERVICE ROAD & RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.362,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Very good,  Culverts: Good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 3000H3031151,  Location: .04MI SE/KAMOOALII STREAM (Lat: 21.384764,  Lng: -157.790617),  Route carried "on" structure: Interstate H3,  Year Built: 1988,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 24,400 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,600 (year 2025),  Design Load: HS 20,  Features Intersected: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.523,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.7 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: 36.0 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3000H3031152,  Location: 200' SE KAMOOALII STREAM (Lat: 21.384597,  Lng: -157.790450),  Route carried "on" structure: Interstate H3,  Year Built: 1988,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 24,400 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,600 (year 2025),  Design Load: HS 20,  Features Intersected: KAM HWY
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 18.539,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.1 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: 33.0 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3000H3101143,  Location: .076MI W/BRIDGE #1 (Lat: 21.385622,  Lng: -157.791067),  Route carried "on" structure: Interstate H3,  Year Built: 1988,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 24,400 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,600 (year 2025),  Design Load: HS 20,  Features Intersected: SERVICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.394,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3063001400065,  Location: 0.01MI W/PUAAE RD (Lat: 21.405811,  Lng: -157.790417),  Route carried "on" structure: US 65,  Year Built: 1939,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 17,400 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,835 (year 2025),  Design Load: H 15,  Features Intersected: KAWA STRM,  Facility Carried by Structure: KANEOHE BAY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Roadway Improvement Cost: $17,000,  Total Project Cost: $252,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3083601400059,  Location: 0.59MI W/LIKELIKE HWY (Lat: 21.411617,  Lng: -157.799297),  Route carried "on" structure: City street 6510,  Year Built: 1953,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 16,940 (year 1981),  Average Future Daily Traffic: 21,175 (year 2025),  Design Load: HS 20,  Features Intersected: KANEOHE STRM,  Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.949,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 54.4 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: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Roadway Improvement Cost: $67,000,  Total Project Cost: $1,001,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3083601400098,  Location: 0.02MI W/PAHIA RD (Lat: 21.416883,  Lng: -157.801428),  Route carried "on" structure: City street 6510,  Year Built: 1918,  Year Reconstructed: 1937,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 38,996 (year 1986),  Average Future Daily Traffic: 48,745 (year 2025),  Features Intersected: KEAAHALA STRM,  Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 34.3 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: 26.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Roadway Improvement Cost: $25,000,  Total Project Cost: $371,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3443001100001,  Location: TMK=4-5-02 (Lat: 21.417678,  Lng: -157.793381),  Route carried "on" structure: City street 6545,  Year Built: 1967,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 2,572 (year 1980),  Average Future Daily Traffic: 2,800 (year 2029),  Design Load: HS 20,  Features Intersected: WAILELE RD/KEEAHALA STRM,  Facility Carried by Structure: WAILELE RD.
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: 5 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3447001100001,  Location: TMK=4-5-68(KANEOHE) (Lat: 21.410569,  Lng: -157.803081),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,640 (year 1989),  Average Future Daily Traffic: 3,300 (year 2025),  Design Load: HS 20,  Features Intersected: KAPOO ST/KAPUNAHALA STRM,  Facility Carried by Structure: KAPOO ST
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),  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: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 45.4 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: 35.0 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Roadway Improvement Cost: $14,000,  Total Project Cost: $214,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3448001100001,  Location: TMK=4-5-68 (Lat: 21.404897,  Lng: -157.805814),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,637 (year 1990),  Average Future Daily Traffic: 4,546 (year 2025),  Design Load: HS 20,  Features Intersected: KAPUNAHALA STREAM,  Facility Carried by Structure: KENEKE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Good,  Culverts: 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: 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3484001100001,  Location: TMK=4-5-85 (Lat: 21.399469,  Lng: -157.802544),  Route carried "on" structure: City street 6547,  Year Built: 1962,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 4,960 (year 1988),  Average Future Daily Traffic: 6,200 (year 2025),  Design Load: HS 20,  Features Intersected: LULUKU RD/KANEOHE STRM,  Facility Carried by Structure: LULUKU RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 42.8 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: 33.0 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: 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: November 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous