Bridge Statistics for Pahala, Hawaii (HI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 98ft / 30.3mTotal length
- $2,933,000Total costs
- 31,000Total average daily traffic
- 1,848Total average daily truck traffic
- 27,010Total future (year 2025) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Pahala
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 31940-1949
- 52000-2009
- Bridge Condition - Deck
- 11.1%Very good
- 77.8%Good
- 11.1%Satisfactory
- Bridge Condition - Superstructure
- 11.1%Very good
- 77.8%Good
- 11.1%Satisfactory
- Bridge Condition - Substructure
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 83.3%Very good
- 16.7%Good
Find on map >> Show street view
Structure Number: 1000110306805, Location: 1.29MI N/PUNALUU BLK SD R (Lat: 19.164392, Lng: -155.501486), Route carried "on" structure: US 11, Year Built: 1940, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2025), Design Load: H 15, Features Intersected: PUNALUU STRM, Facility Carried by Structure: HAWAII BELT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.755, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 34.7 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $13,000, Total Project Cost: $194,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1000110306805, Location: 1.29MI N/PUNALUU BLK SD R (Lat: 19.164392, Lng: -155.501486), Route carried "on" structure: US 11, Year Built: 1940, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2025), Design Load: H 15, Features Intersected: PUNALUU STRM, Facility Carried by Structure: HAWAII BELT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.755, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 34.7 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $13,000, Total Project Cost: $194,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1000110306913, Location: 1.26MI S/MAILE ST (Lat: 19.175928, Lng: -155.490583), Route carried "on" structure: US 11, Year Built: 1938, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2025), Design Load: H 15, Features Intersected: KANENELU STRM, Facility Carried by Structure: HAWAII BELT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.033, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 20.7 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: 15.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $16,000, Total Project Cost: $239,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1000110306913, Location: 1.26MI S/MAILE ST (Lat: 19.175928, Lng: -155.490583), Route carried "on" structure: US 11, Year Built: 1938, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2025), Design Load: H 15, Features Intersected: KANENELU STRM, Facility Carried by Structure: HAWAII BELT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.033, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 20.7 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: 15.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $16,000, Total Project Cost: $239,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1000110306986, Location: 0.53MI S/S SPUR PAHALA AC (Lat: 19.183575, Lng: -155.482939), Route carried "on" structure: US 11, Year Built: 1938, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2025), Design Load: H 15, Features Intersected: MOAULA STRM, Facility Carried by Structure: HAWAII BELT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.842, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 26.6 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: 20.7 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $23,000, Total Project Cost: $351,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1000110306986, Location: 0.53MI S/S SPUR PAHALA AC (Lat: 19.183575, Lng: -155.482939), Route carried "on" structure: US 11, Year Built: 1938, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2025), Design Load: H 15, Features Intersected: MOAULA STRM, Facility Carried by Structure: HAWAII BELT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.842, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 26.6 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: 20.7 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $23,000, Total Project Cost: $351,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1000110306996, Location: 0.44MI S/S SPUR PAHALA AC (Lat: 19.184603, Lng: -155.481908), Route carried "on" structure: US 11, Year Built: 1938, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2025), Design Load: H 15, Features Intersected: HIONOMOA STRM, Facility Carried by Structure: HAWAII BELT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.665, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $27,000, Total Project Cost: $408,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1000110306996, Location: 0.44MI S/S SPUR PAHALA AC (Lat: 19.184603, Lng: -155.481908), Route carried "on" structure: US 11, Year Built: 1938, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2025), Design Load: H 15, Features Intersected: HIONOMOA STRM, Facility Carried by Structure: HAWAII BELT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.665, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $27,000, Total Project Cost: $408,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1000110307126, Location: 0.01MI N/N SPUR PAHALA AC (Lat: 19.200022, Lng: -155.471106), Route carried "on" structure: US 11, Year Built: 2002, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2025), Design Load: HS 20, Features Intersected: PAAUAU STRM, Facility Carried by Structure: HAWAII BELT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.589, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $16,000, Total Project Cost: $239,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 1000110307126, Location: 0.01MI N/N SPUR PAHALA AC (Lat: 19.200022, Lng: -155.471106), Route carried "on" structure: US 11, Year Built: 2002, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2025), Design Load: HS 20, Features Intersected: PAAUAU STRM, Facility Carried by Structure: HAWAII BELT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.589, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $16,000, Total Project Cost: $239,000, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 1000110307223, Location: 0.98MI N/KAMANI ST (Lat: 19.213047, Lng: -155.465683), Route carried "on" structure: US 11, Year Built: 2001, Status: Open, Structure Length: 7.12m (23.36ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2025), Design Load: HS 20, Features Intersected: KEAIWA STRM, Facility Carried by Structure: HAWAII BELT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.028, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 4 degrees, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $27,000, Total Project Cost: $403,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 1000110307223, Location: 0.98MI N/KAMANI ST (Lat: 19.213047, Lng: -155.465683), Route carried "on" structure: US 11, Year Built: 2001, Status: Open, Structure Length: 7.12m (23.36ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2025), Design Load: HS 20, Features Intersected: KEAIWA STRM, Facility Carried by Structure: HAWAII BELT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.028, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 4 degrees, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $27,000, Total Project Cost: $403,000, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 1000110307277, Location: 1.52MI N/KAMANI ST (Lat: 19.220394, Lng: -155.462631), Route carried "on" structure: US 11, Year Built: 2001, Status: Open, Structure Length: 3.19m (10.47ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2025), Design Load: HS 20, Features Intersected: KAALAALA STRM, Facility Carried by Structure: HAWAII BELT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.159, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $16,000, Total Project Cost: $239,000, Deck Structure Type: Other
Structure Number: 1000110307277, Location: 1.52MI N/KAMANI ST (Lat: 19.220394, Lng: -155.462631), Route carried "on" structure: US 11, Year Built: 2001, Status: Open, Structure Length: 3.19m (10.47ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2025), Design Load: HS 20, Features Intersected: KAALAALA STRM, Facility Carried by Structure: HAWAII BELT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.159, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $16,000, Total Project Cost: $239,000, Deck Structure Type: Other
Find on map >> Show street view
Structure Number: 1000110307307, Location: 1.84MI N/KAMANI ST (Lat: 19.224500, Lng: -155.460447), Route carried "on" structure: US 11, Year Built: 1938, Year Reconstructed: 1995, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 3,550 (year 2027), Design Load: H 20, Features Intersected: PIIKEA STRM, Facility Carried by Structure: HAWAII BELT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.676, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 58.1 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: Better than 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: June 2020, Total Project Cost: $411,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1000110307307, Location: 1.84MI N/KAMANI ST (Lat: 19.224500, Lng: -155.460447), Route carried "on" structure: US 11, Year Built: 1938, Year Reconstructed: 1995, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 3,550 (year 2027), Design Load: H 20, Features Intersected: PIIKEA STRM, Facility Carried by Structure: HAWAII BELT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.676, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 58.1 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: Better than 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: June 2020, Total Project Cost: $411,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1000110307348, Location: 2.24 MI N.KAMANI ST. (Lat: 19.228928, Lng: -155.457022), Route carried "on" structure: US 11, Year Built: 2001, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 4,500 (year 2025), Design Load: HS 20, Features Intersected: MAKAKUPU STREAM, Facility Carried by Structure: HAWAII BELT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.018, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 1000110307348, Location: 2.24 MI N.KAMANI ST. (Lat: 19.228928, Lng: -155.457022), Route carried "on" structure: US 11, Year Built: 2001, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 4,500 (year 2025), Design Load: HS 20, Features Intersected: MAKAKUPU STREAM, Facility Carried by Structure: HAWAII BELT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.018, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 1000110307485, Location: 3.62 MI NE PAHALA JUNC (Lat: 19.245589, Lng: -155.445500), Route carried "on" structure: US 11, Year Built: 1945, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2025), Features Intersected: PANAEWA STREAM, Facility Carried by Structure: HAWAII BELT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.812, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1000110307485, Location: 3.62 MI NE PAHALA JUNC (Lat: 19.245589, Lng: -155.445500), Route carried "on" structure: US 11, Year Built: 1945, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2025), Features Intersected: PANAEWA STREAM, Facility Carried by Structure: HAWAII BELT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.812, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1000110307506, Location: 3.83 MI NE PAHALA JUNC (Lat: 19.248392, Lng: -155.444256), Route carried "on" structure: US 11, Year Built: 1945, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2025), Features Intersected: PANAEWA STREAM, Facility Carried by Structure: HAWAII BELT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.474, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $13,000, Total Project Cost: $191,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1000110307506, Location: 3.83 MI NE PAHALA JUNC (Lat: 19.248392, Lng: -155.444256), Route carried "on" structure: US 11, Year Built: 1945, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,080 (year 2025), Features Intersected: PANAEWA STREAM, Facility Carried by Structure: HAWAII BELT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.474, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $13,000, Total Project Cost: $191,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1960001100004, Location: TMK 9-6-02:14 (Lat: 19.185747, Lng: -155.493472), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 200 (year 2008), Average Future Daily Traffic: 240 (year 2030), Features Intersected: MAMALAHOA/MOAULA GLH, Facility Carried by Structure: MAMALAHOA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 79.1 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: 60.9 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1960001100004, Location: TMK 9-6-02:14 (Lat: 19.185747, Lng: -155.493472), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 200 (year 2008), Average Future Daily Traffic: 240 (year 2030), Features Intersected: MAMALAHOA/MOAULA GLH, Facility Carried by Structure: MAMALAHOA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 79.1 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: 60.9 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000, Deck Structure Type: Concrete Cast-file-Place