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

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Structure Number: 3000990401679,  Location: 0.11MI S/BEG DIVIDED HWY (Lat: 21.399808,  Lng: -157.992808),  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 (I.B),  Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.988,  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: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $3,535,000,  Roadway Improvement Cost: $118,000,  Total Project Cost: $4,525,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000990401688,  Location: 0.05MI S/RD TO WAIPAHU (Lat: 21.398022,  Lng: -157.991858),  Route carried "on" structure: US 99,  Year Built: 1968,  Status: Open,  Structure Length: 14.90m (48.88ft),  Average Daily Traffic: 13,700 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 50,323 (year 2025),  Design Load: HS 20,  Features Intersected: FAI-H1 WAIAWA IC #4B,  Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.149,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 24.0 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: 18.5 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000990401689,  Location: 0.05MI S/RD TO WAIPAHU (Lat: 21.397961,  Lng: -157.991642),  Route carried "on" structure: US 99,  Year Built: 1968,  Status: Open,  Structure Length: 14.90m (48.88ft),  Average Daily Traffic: 13,700 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 50,323 (year 2025),  Design Load: HS 20,  Features Intersected: FAI-H1 WAIAWA IC #4A,  Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.165,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 22.7 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: 17.5 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 15.68m (51.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Roadway Improvement Cost: $147,000,  Total Project Cost: $2,198,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000990401724,  Location: 0.08MI S/RAMP E (Lat: 21.393914,  Lng: -157.989392),  Route carried "on" structure: US 99,  Year Built: 1969,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 13,700 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 50,323 (year 2025),  Design Load: HS 20,  Features Intersected: FARR HWY-WAIAWA IC #10A,  Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.712,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.5 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: 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: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.68m (21.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Roadway Improvement Cost: $61,000,  Total Project Cost: $911,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000990401725,  Location: 0.08MI S/RAMP D-1 (Lat: 21.393831,  Lng: -157.989508),  Route carried "on" structure: US 99,  Year Built: 1969,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 13,700 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 50,323 (year 2025),  Design Load: HS 20,  Features Intersected: FARR HWY-WAIAWA IC #10B,  Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.728,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

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: 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.68m (21.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Roadway Improvement Cost: $61,000,  Total Project Cost: $911,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000990401745,  Location: 0.39MI W/FARR HWY (Lat: 21.398275,  Lng: -157.984586),  Route carried "on" structure: US 99,  Year Built: 1949,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 13,700 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 50,323 (year 2025),  Design Load: H 20,  Features Intersected: WAIAWA STRM (E.B),  Facility Carried by Structure: OLD KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.082,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 11.0m (36.1ft),  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: Satisfactory,  Channel: Fair,  Operating Rating: 44.1 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: 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.98m (22.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Roadway Improvement Cost: $64,000,  Total Project Cost: $953,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3000990401746,  Location: 0.39MI W/FARR HWY (Lat: 21.398428,  Lng: -157.984667),  Route carried "on" structure: US 99,  Year Built: 1953,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 13,700 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 50,323 (year 2025),  Design Load: HS 20,  Features Intersected: WAIAWA STRM (W.B),  Facility Carried by Structure: OLD KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.098,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 11.0m (36.1ft),  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: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 46.3 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: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.95m (22.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Roadway Improvement Cost: $64,000,  Total Project Cost: $957,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000990401802,  Location: 0.12MI E/LEEWARD COLL ACC (Lat: 21.396406,  Lng: -157.980097),  Route carried "on" structure: US 99,  Year Built: 1933,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 59,100 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 52,385 (year 2025),  Design Load: H 15,  Features Intersected: WAIAWA STRM(WEST BN),  Facility Carried by Structure: FARR HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.7 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: 25.3 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.13m (36.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Total Project Cost: $8,213,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000990401804,  Location: 0.04MI E/LEEWARD COLL ACC (Lat: 21.395636,  Lng: -157.978611),  Route carried "on" structure: US 99,  Year Built: 1952,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 59,100 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 52,385 (year 2025),  Design Load: HS 20,  Features Intersected: WAIAWA STRM(EAST BN),  Facility Carried by Structure: FARR HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.032,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  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: Satisfactory,  Channel: Satisfactory,  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: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.14m (23.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Roadway Improvement Cost: $65,000,  Total Project Cost: $975,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3000990401815,  Location: 0.25MI E/LEEWARD COLL ACC (Lat: 21.396478,  Lng: -157.978744),  Route carried "on" structure: US 99,  Year Built: 1953,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 59,100 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 52,385 (year 2025),  Design Load: HS 20,  Features Intersected: WAIAWA SEP(HWY UP),  Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 29.209,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  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: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.5 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: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Total Project Cost: $4,995,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H10100537,  Location: 2.21MI E/PALEHUA RD (Lat: 21.383667,  Lng: -158.032056),  Route carried "on" structure: Interstate H1,  Year Built: 1967,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 119,500 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 118,342 (year 2025),  Design Load: HS 20,  Features Intersected: KUNIA SEP IB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.642,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.1 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Total Project Cost: $1,464,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H10100538,  Location: 2.21MI E/PALEHUA RD (Lat: 21.383839,  Lng: -158.032206),  Route carried "on" structure: Interstate H1,  Year Built: 1967,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 119,500 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 118,342 (year 2025),  Design Load: HS 20,  Features Intersected: KUNIA SEP OB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.658,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.8 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: 33.7 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Total Project Cost: $1,923,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H10100586,  Location: 0.49MI E/KUNIA RD (Lat: 21.387497,  Lng: -158.025747),  Route carried "on" structure: Interstate H1,  Year Built: 1967,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 174,200 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 176,247 (year 2025),  Design Load: HS 20,  Features Intersected: STRM-TRPL 168" STL PL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.430,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 47.5m (155.8ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 47.5m (155.8ft),  Out-to-Out Width: 49.4m (162.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 43.5 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,  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: December 2020,  Roadway Improvement Cost: $89,000,  Total Project Cost: $1,337,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3000H10100604,  Location: 0.67MI E/KUNIA RD (Lat: 21.388678,  Lng: -158.023175),  Route carried "on" structure: Interstate H1,  Year Built: 1967,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 174,200 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 176,247 (year 2025),  Design Load: HS 20,  Features Intersected: AIKI SEP IB (HOAEAE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.736,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H10100605,  Location: 0.67MI E/KUNIA RD (Lat: 21.388917,  Lng: -158.023267),  Route carried "on" structure: Interstate H1,  Year Built: 1967,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 174,200 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 176,247 (year 2025),  Design Load: HS 20,  Features Intersected: AIKI SEP OB (HOAEAE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.752,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H10100635,  Location: 0.97MI E/KUNIA RD (Lat: 21.390731,  Lng: -158.017844),  Route carried "on" structure: Interstate H1,  Year Built: 1968,  Status: Open,  Structure Length: 26.70m (87.60ft),  Average Daily Traffic: 174,200 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 176,247 (year 2025),  Design Load: HS 20,  Features Intersected: WAIKELE STRM IB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.219,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H10100636,  Location: 0.97MI E/KUNIA RD (Lat: 21.390989,  Lng: -158.017911),  Route carried "on" structure: Interstate H1,  Year Built: 1968,  Status: Open,  Structure Length: 25.36m (83.20ft),  Average Daily Traffic: 174,200 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 176,247 (year 2025),  Design Load: HS 20,  Features Intersected: WAIKELE STRM OB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.235,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 73.5 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: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H10100707,  Location: 0.30MI E/MANAGERS DR (Lat: 21.396131,  Lng: -158.009561),  Route carried "on" structure: Interstate H1,  Year Built: 1968,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 151,600 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 152,698 (year 2025),  Design Load: HS 20,  Features Intersected: CANE HAUL RD 414 IB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.378,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H10100708,  Location: 0.30MI E/MANAGERS DR (Lat: 21.396381,  Lng: -158.009667),  Route carried "on" structure: Interstate H1,  Year Built: 1968,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 151,600 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 152,698 (year 2025),  Design Load: HS 20,  Features Intersected: CANE HAUL RD 414 OB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.394,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H10100775,  Location: 0.98MI E/MANAGERS DR (Lat: 21.399053,  Lng: -157.999842),  Route carried "on" structure: Interstate H1,  Year Built: 1968,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 171,500 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 152,698 (year 2025),  Design Load: HS 20,  Features Intersected: CANE HAUL RD 451 IB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.472,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.1 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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: December 2020,  Roadway Improvement Cost: $106,000,  Total Project Cost: $1,592,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H10100776,  Location: 0.98MI E/MANAGERS DR (Lat: 21.399306,  Lng: -157.999783),  Route carried "on" structure: Interstate H1,  Year Built: 1968,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 171,500 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 152,698 (year 2025),  Design Load: HS 20,  Features Intersected: CANE HAUL RD 451 OB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.488,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.1 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: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Roadway Improvement Cost: $106,000,  Total Project Cost: $1,592,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H10200832,  Location: 1.55MI E/MANAGERS DR (Lat: 21.398089,  Lng: -157.990581),  Route carried "on" structure: Interstate H1,  Year Built: 1970,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 128,800 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 162,194 (year 2025),  Design Load: HS 20,  Features Intersected: WAIAWA IC #8 FAI-H2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.389,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 26 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3000H10200854,  Location: 1.77MI E/MANAGERS DR (Lat: 21.397842,  Lng: -157.987458),  Route carried "on" structure: Interstate H1,  Year Built: 1971,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 128,800 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 162,194 (year 2025),  Design Load: HS 20,  Features Intersected: WAIAWA IC #5 FAI-H1,  Facility Carried by Structure: FAI-H2
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 13.743,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 25.3 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: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,747,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H10200865,  Location: 1.89MI E/MANAGERS DR (Lat: 21.398044,  Lng: -157.986550),  Route carried "on" structure: Interstate H1,  Year Built: 1971,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 128,800 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 162,194 (year 2025),  Design Load: HS 20,  Features Intersected: WAIAWA IC #6 OLD KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.920,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.7 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: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Roadway Improvement Cost: $46,000,  Total Project Cost: $694,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H10400875,  Location: 0.58MI E/WAIPAHU ST SEP (Lat: 21.396086,  Lng: -157.984594),  Route carried "on" structure: Alternate US 99,  Year Built: 1969,  Status: Open,  Structure Length: 16.06m (52.69ft),  Average Daily Traffic: 19,300 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,530 (year 2025),  Design Load: HS 20,  Features Intersected: WAIAWA IC #3A FAI-H1,  Facility Carried by Structure: FARR HWY
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 14.081,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.5 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: 41.1 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: High priority of replacement,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 16.86m (55.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Total Project Cost: $12,443,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3000H10400877,  Location: 0.60MI E/WAIPAHU ST SEP (Lat: 21.395922,  Lng: -157.984500),  Route carried "on" structure: Alternate US 99,  Year Built: 1969,  Status: Open,  Structure Length: 16.12m (52.89ft),  Average Daily Traffic: 19,300 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,530 (year 2025),  Design Load: HS 20,  Features Intersected: WAIAWA IC #3B FAI-H1,  Facility Carried by Structure: KAMEHAMEHA HWY
Minimum Vertical Clearance: 7.11m (23.33ft),  Kilometerpoint: 14.114,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.5 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: 41.1 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Roadway Improvement Cost: $174,000,  Total Project Cost: $2,614,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3000H11100677,  Location: 0.43MI E/NAVAL ACC RD (Lat: 21.393075,  Lng: -158.013378),  Route carried "on" structure: Other road ,  Year Built: 1968,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 3,500 (year 2007),  Average Future Daily Traffic: 4,750 (year 2025),  Design Load: HS 20,  Features Intersected: FAI-H1(LUMIAINA ST OP),  Facility Carried by Structure: LUMIAINA ST.
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 10.895,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,074,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H11100817,  Location: 1.41MI E/MANAGERS DR (Lat: 21.397950,  Lng: -157.993644),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 20,000 (year 2007),  Average Future Daily Traffic: 25,000 (year 2025),  Design Load: HS 20,  Features Intersected: FAI-H1(WAIAWA IC #12),  Facility Carried by Structure: WAIPAHU ST
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 13.148,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 48.2m (158.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 37.9 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: 24.3 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,629,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3000H11100913,  Location: 0.96MI E/WAIPAHU ST SEP (Lat: 21.393758,  Lng: -157.979839),  Route carried "on" structure: Bypass State highway ,  Year Built: 1969,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 7,000 (year 2007),  Average Future Daily Traffic: 6,250 (year 2025),  Design Load: HS 20,  Features Intersected: WAIAWA IC #1 FAI-H1,  Facility Carried by Structure: WAIAWA RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 14.693,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.0 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: 36.9 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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Roadway Improvement Cost: $79,000,  Total Project Cost: $1,187,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H20200021,  Location: 0.19MI S/URBAN BOUNDARY (Lat: 21.401058,  Lng: -157.988644),  Route carried "on" structure: Interstate H2,  Year Built: 1973,  Status: Open,  Structure Length: 16.76m (54.99ft),  Average Daily Traffic: 111,100 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 94,604 (year 2025),  Design Load: HS 20,  Features Intersected: CANEHAUL RD & STRM #16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.0 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: 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: Meets minimum limits,  Underclear: 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: January 2021,  Roadway Improvement Cost: $141,000,  Total Project Cost: $2,108,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H20200022,  Location: 0.19MI S/URBAN BOUNDARY (Lat: 21.401203,  Lng: -157.987656),  Route carried "on" structure: Interstate H2,  Year Built: 1974,  Status: Open,  Structure Length: 16.76m (54.99ft),  Average Daily Traffic: 111,100 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 94,604 (year 2025),  Design Load: HS 20,  Features Intersected: CANEHAUL RD&STRM #13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 72.3 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: 25.3 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,  Underclear: 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: January 2021,  Roadway Improvement Cost: $181,000,  Total Project Cost: $2,711,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H20200023,  Location: 0.19MI S/URBAN BOUNDARY (Lat: 21.401186,  Lng: -157.988019),  Route carried "on" structure: Interstate H2,  Year Built: 1974,  Status: Open,  Structure Length: 15.54m (50.98ft),  Average Daily Traffic: 111,100 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 94,604 (year 2025),  Design Load: HS 20,  Features Intersected: WAIAWA STRM & RD #14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.30m (53.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Roadway Improvement Cost: $131,000,  Total Project Cost: $1,965,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3000H20200024,  Location: 0.19MI S/URBAN BOUNDARY (Lat: 21.400892,  Lng: -157.988328),  Route carried "on" structure: Interstate H2,  Year Built: 1974,  Status: Open,  Structure Length: 22.83m (74.90ft),  Average Daily Traffic: 111,100 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 94,604 (year 2025),  Design Load: HS 20,  Features Intersected: CANEHAUL RD & STRM #15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.7 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: 27.9 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: Somewhat better than minimum adequacy,  Underclear: 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: January 2021,  Roadway Improvement Cost: $235,000,  Total Project Cost: $3,532,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3076001400436,  Location: 0.37MI N/RENTON RD (Lat: 21.353369,  Lng: -158.028239),  Route carried "on" structure: US 76,  Year Built: 1983,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 53,800 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 68,408 (year 2025),  Design Load: HS 20,  Features Intersected: CANE HAUL ROAD,  Facility Carried by Structure: FT WEAVER RD(NB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.017,  Lanes on structure: 2,  Lanes under structure: 2,  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: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.9 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: 48.0 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3076001400601,  Location: 0.63MI S/INT/H1 (Lat: 21.376006,  Lng: -158.026711),  Route carried "on" structure: US 76,  Year Built: 1980,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 53,800 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 68,408 (year 2025),  Design Load: HS 20,  Features Intersected: FARR HWY (S.B.),  Facility Carried by Structure: FORT WEAVER RD
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 9.672,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.2 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: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3076001400602,  Location: 0.63MI S/INT/H1 (Lat: 21.376111,  Lng: -158.026547),  Route carried "on" structure: US 76,  Year Built: 1980,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 57,600 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 118,700 (year 2025),  Design Load: HS 20,  Features Intersected: FARR HWY (N.B.),  Facility Carried by Structure: FORT WEAVER RD
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 9.688,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3083661400001,  Location: 250'W/HIANAKIU ST (Lat: 21.394072,  Lng: -157.998706),  Route carried "on" structure: City street 7142,  Year Built: 1971,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 7,950 (year 1980),  Average Future Daily Traffic: 9,938 (year 2025),  Design Load: HS 20,  Features Intersected: DRAINAGE CANAL #1,  Facility Carried by Structure: WAIPAHU ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.0 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: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3083661400002,  Location: 250'E/LEOKU ST/WAIPAHU ST (Lat: 21.381375,  Lng: -158.024533),  Route carried "on" structure: City street 7142,  Year Built: 1967,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 7,835 (year 1989),  Average Future Daily Traffic: 9,794 (year 2025),  Design Load: HS 20,  Features Intersected: DRAINAGE CANAL #3,  Facility Carried by Structure: WAIPAHU ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  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: 38.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3083661400104,  Location: 3300'E/WAIKELE/WAIPAHU ST (Lat: 21.387275,  Lng: -158.012800),  Route carried "on" structure: City street 7142,  Year Built: 1905,  Status: Posted for load,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 11,182 (year 1989),  Average Future Daily Traffic: 13,978 (year 2025),  Features Intersected: WAIKELE STRM,  Facility Carried by Structure: WAIPAHU ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.674,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 21.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.5 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.34m (7.68ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: Febuary 2018,  Roadway Improvement Cost: $19,000,  Total Project Cost: $282,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous