Bridge Statistics for Makakilo City, Hawaii (HI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 187ft / 56.8mTotal length
- $10,822,000Total costs
- 713,270Total average daily traffic
- 28,837Total average daily truck traffic
- 792,649Total future (year 2025) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Makakilo City
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 111960-1969
- 21980-1989
- Bridge Condition - Deck
- 61.5%Good
- 38.5%Satisfactory
- Bridge Condition - Superstructure
- 7.7%Very good
- 92.3%Good
- Bridge Condition - Channel
- 25.0%Very good
- 37.5%Good
- 25.0%Satisfactory
- 12.5%Fair
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Structure Number: 3000930300083, Location: .95 MI W KALAELOA BLVD (Lat: 21.340911, Lng: -158.100886), Route carried "on" structure: US 93, Year Built: 1927, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 52,300 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 54,170 (year 2025), Design Load: HS 20, Features Intersected: PALAILAI STREAM, Facility Carried by Structure: OLD FARRINGTON HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, 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: 26.6 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: High priority of replacement, Waterway Adequacy: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3000930300083, Location: .95 MI W KALAELOA BLVD (Lat: 21.340911, Lng: -158.100886), Route carried "on" structure: US 93, Year Built: 1927, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 52,300 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 54,170 (year 2025), Design Load: HS 20, Features Intersected: PALAILAI STREAM, Facility Carried by Structure: OLD FARRINGTON HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, 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: 26.6 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: High priority of replacement, Waterway Adequacy: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3000930300242, Location: 2.42 W PALAILAI IC (Lat: 21.346247, Lng: -158.123833), Route carried "on" structure: US 93, Year Built: 1989, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 33,900 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 54,170 (year 2025), Design Load: HS 20, Features Intersected: FARR HWY, Facility Carried by Structure: ALIINUI DR
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 3.893, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.4m (60.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 92.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3000930300242, Location: 2.42 W PALAILAI IC (Lat: 21.346247, Lng: -158.123833), Route carried "on" structure: US 93, Year Built: 1989, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 33,900 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 54,170 (year 2025), Design Load: HS 20, Features Intersected: FARR HWY, Facility Carried by Structure: ALIINUI DR
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 3.893, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.4m (60.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 92.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3000930300345, Location: 0.07MI W/H.E.CO RDWY (Lat: 21.358100, Lng: -158.130458), Route carried "on" structure: US 93, Year Built: 1967, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 33,900 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 54,170 (year 2025), Design Load: HS 20, Features Intersected: KEANANOIO STRM (O.B), Facility Carried by Structure: FARR HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.552, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.2 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: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3000930300345, Location: 0.07MI W/H.E.CO RDWY (Lat: 21.358100, Lng: -158.130458), Route carried "on" structure: US 93, Year Built: 1967, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 33,900 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 54,170 (year 2025), Design Load: HS 20, Features Intersected: KEANANOIO STRM (O.B), Facility Carried by Structure: FARR HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.552, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.2 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: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3000930300346, Location: 0.07MI W/H.E.CO RDWY (Lat: 21.358058, Lng: -158.130611), Route carried "on" structure: US 93, Year Built: 1967, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 33,900 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 54,170 (year 2025), Design Load: HS 20, Features Intersected: KEANANOIO STRM (I.B), Facility Carried by Structure: FARR HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.568, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.7 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: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3000930300346, Location: 0.07MI W/H.E.CO RDWY (Lat: 21.358058, Lng: -158.130611), Route carried "on" structure: US 93, Year Built: 1967, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 33,900 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 54,170 (year 2025), Design Load: HS 20, Features Intersected: KEANANOIO STRM (I.B), Facility Carried by Structure: FARR HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.568, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.7 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: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 300093030042, Location: 0.17MI E/POHAKUNUI AVE (Lat: 21.368022, Lng: -158.135347), Route carried "on" structure: US 93, Year Built: 1969, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 33,900 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 54,170 (year 2025), Design Load: HS 20, Features Intersected: PILI-O-KOE STRM, Facility Carried by Structure: FARR HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.759, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.1 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: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Roadway Improvement Cost: $20,000, Total Project Cost: $307,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 300093030042, Location: 0.17MI E/POHAKUNUI AVE (Lat: 21.368022, Lng: -158.135347), Route carried "on" structure: US 93, Year Built: 1969, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 33,900 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 54,170 (year 2025), Design Load: HS 20, Features Intersected: PILI-O-KOE STRM, Facility Carried by Structure: FARR HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.759, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.1 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: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Roadway Improvement Cost: $20,000, Total Project Cost: $307,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3000H10100316, Location: 2.03MI E/MAKAKILO DR (Lat: 21.365903, Lng: -158.060561), Route carried "on" structure: Interstate H1, Year Built: 1966, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 92,800 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 91,105 (year 2025), Design Load: HS 20, Features Intersected: PALEHUA SEP IB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.085, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Roadway Improvement Cost: $19,000, Total Project Cost: $279,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3000H10100316, Location: 2.03MI E/MAKAKILO DR (Lat: 21.365903, Lng: -158.060561), Route carried "on" structure: Interstate H1, Year Built: 1966, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 92,800 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 91,105 (year 2025), Design Load: HS 20, Features Intersected: PALEHUA SEP IB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.085, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Roadway Improvement Cost: $19,000, Total Project Cost: $279,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3000H10100317, Location: 2.03MI E/MAKAKILO DR (Lat: 21.366058, Lng: -158.060681), Route carried "on" structure: Interstate H1, Year Built: 1966, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 92,800 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 91,105 (year 2025), Design Load: HS 20, Features Intersected: PALEHUA SEP OB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.084, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Roadway Improvement Cost: $19,000, Total Project Cost: $284,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3000H10100317, Location: 2.03MI E/MAKAKILO DR (Lat: 21.366058, Lng: -158.060681), Route carried "on" structure: Interstate H1, Year Built: 1966, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 92,800 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 91,105 (year 2025), Design Load: HS 20, Features Intersected: PALEHUA SEP OB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.084, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Roadway Improvement Cost: $19,000, Total Project Cost: $284,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3000H10100345, Location: 0.29MI E/PALEHUA RD (Lat: 21.368881, Lng: -158.057389), Route carried "on" structure: Interstate H1, Year Built: 1966, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 92,800 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 91,105 (year 2025), Design Load: HS 20, Features Intersected: STRM-DBL 12X12 CBC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.552, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 20 degrees, 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: 39.0m (128.0ft), Out-to-Out Width: 39.6m (129.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Total Project Cost: $2,750,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H10100345, Location: 0.29MI E/PALEHUA RD (Lat: 21.368881, Lng: -158.057389), Route carried "on" structure: Interstate H1, Year Built: 1966, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 92,800 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 91,105 (year 2025), Design Load: HS 20, Features Intersected: STRM-DBL 12X12 CBC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.552, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 20 degrees, 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: 39.0m (128.0ft), Out-to-Out Width: 39.6m (129.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Total Project Cost: $2,750,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H10100451, Location: 1.35MI E/PALEHUA RD (Lat: 21.377569, Lng: -158.043806), Route carried "on" structure: Interstate H1, Year Built: 1966, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 92,800 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 91,105 (year 2025), Design Load: HS 20, Features Intersected: HONOULIULI STRM IB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.258, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.7 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: 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: March 2020, Roadway Improvement Cost: $55,000, Total Project Cost: $823,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H10100451, Location: 1.35MI E/PALEHUA RD (Lat: 21.377569, Lng: -158.043806), Route carried "on" structure: Interstate H1, Year Built: 1966, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 92,800 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 91,105 (year 2025), Design Load: HS 20, Features Intersected: HONOULIULI STRM IB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.258, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.7 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: 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: March 2020, Roadway Improvement Cost: $55,000, Total Project Cost: $823,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H10100452, Location: 1.35MI E/PALEHUA RD (Lat: 21.377764, Lng: -158.043886), Route carried "on" structure: Interstate H1, Year Built: 1966, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 92,800 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 91,105 (year 2025), Design Load: HS 20, Features Intersected: HONOULIULI STRM OB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.274, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: March 2020, Roadway Improvement Cost: $55,000, Total Project Cost: $823,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H10100452, Location: 1.35MI E/PALEHUA RD (Lat: 21.377764, Lng: -158.043886), Route carried "on" structure: Interstate H1, Year Built: 1966, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 92,800 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 91,105 (year 2025), Design Load: HS 20, Features Intersected: HONOULIULI STRM OB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.274, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: March 2020, Roadway Improvement Cost: $55,000, Total Project Cost: $823,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H11100048, Location: 0.42MI E/KALAELOA BLVD (Lat: 21.335044, Lng: -158.084156), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 12,000 (year 2007), Average Future Daily Traffic: 6,875 (year 2025), Design Load: HS 20, Features Intersected: FAI-H1(FARR SEP), Facility Carried by Structure: FARR HWY
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.789, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.2 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: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Roadway Improvement Cost: $95,000, Total Project Cost: $1,426,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H11100048, Location: 0.42MI E/KALAELOA BLVD (Lat: 21.335044, Lng: -158.084156), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 12,000 (year 2007), Average Future Daily Traffic: 6,875 (year 2025), Design Load: HS 20, Features Intersected: FAI-H1(FARR SEP), Facility Carried by Structure: FARR HWY
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.789, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.2 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: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Roadway Improvement Cost: $95,000, Total Project Cost: $1,426,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H11100112, Location: 1.06MI E/KALAELOA BLVD (Lat: 21.342050, Lng: -158.077747), Route carried "on" structure: City street , Year Built: 1966, Year Reconstructed: 1981, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 45,000 (year 2007), Average Future Daily Traffic: 53,750 (year 2025), Design Load: HS 20, Features Intersected: FAI-H1(MAKAKILO SEP), Facility Carried by Structure: MAKAKILO DR
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 1.802, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 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: 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Roadway Improvement Cost: $196,000, Total Project Cost: $2,943,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3000H11100112, Location: 1.06MI E/KALAELOA BLVD (Lat: 21.342050, Lng: -158.077747), Route carried "on" structure: City street , Year Built: 1966, Year Reconstructed: 1981, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 45,000 (year 2007), Average Future Daily Traffic: 53,750 (year 2025), Design Load: HS 20, Features Intersected: FAI-H1(MAKAKILO SEP), Facility Carried by Structure: MAKAKILO DR
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 1.802, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 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: 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Roadway Improvement Cost: $196,000, Total Project Cost: $2,943,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3000H11100633, Location: 0.96MI E/KUNIA RD (Lat: 21.390422, Lng: -158.019219), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 900 (year 2007), Average Future Daily Traffic: 1,063 (year 2025), Design Load: HS 20, Features Intersected: FAI-H1(MILITARY RD OP), Facility Carried by Structure: MILITARY RD
Minimum Vertical Clearance: 7.39m (24.25ft), Kilometerpoint: 10.203, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 46.3m (151.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 36.9 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: 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: $79,000, Total Project Cost: $1,187,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H11100633, Location: 0.96MI E/KUNIA RD (Lat: 21.390422, Lng: -158.019219), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 900 (year 2007), Average Future Daily Traffic: 1,063 (year 2025), Design Load: HS 20, Features Intersected: FAI-H1(MILITARY RD OP), Facility Carried by Structure: MILITARY RD
Minimum Vertical Clearance: 7.39m (24.25ft), Kilometerpoint: 10.203, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 46.3m (151.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 36.9 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: 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: $79,000, Total Project Cost: $1,187,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3991001100001, Location: TMK=9-2-03 (Lat: 21.361775, Lng: -158.088153), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 3,470 (year 2009), Average Future Daily Traffic: 4,586 (year 2029), Design Load: HS 20, Features Intersected: AWANUI STREAM, Facility Carried by Structure: PALAHIA STREET EXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.4 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: 42.1 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3991001100001, Location: TMK=9-2-03 (Lat: 21.361775, Lng: -158.088153), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 3,470 (year 2009), Average Future Daily Traffic: 4,586 (year 2029), Design Load: HS 20, Features Intersected: AWANUI STREAM, Facility Carried by Structure: PALAHIA STREET EXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.4 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: 42.1 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous