Bridge Statistics for Halawa, Hawaii (HI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 29Number of bridges
- 3,743ft / 1,141mTotal length
- $25,809,000Total costs
- 1,472,941Total average daily traffic
- 60,152Total average daily truck traffic
- 1,692,967Total future (year 2025) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Halawa
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11950-1959
- 101970-1979
- 141990-1999
- 32000-2009
- Bridge Condition - Deck
- 35.7%Good
- 53.6%Satisfactory
- 10.7%Fair
- Bridge Condition - Superstructure
- 3.6%Very good
- 53.6%Good
- 39.3%Satisfactory
- 3.6%Fair
- Bridge Condition - Substructure
- 32.1%Good
- 50.0%Satisfactory
- 17.9%Fair
- Bridge Condition - Channel
- 53.6%Good
- 10.7%Satisfactory
- 28.6%Fair
- 7.1%Poor
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Structure Number: 101940140005, Location: TMK:2-3-48:17 (Lat: 19.710744, Lng: -155.096178), Route carried "on" structure: City street 1940, Year Built: 2001, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 13,241 (year 1988), Average Future Daily Traffic: 16,551 (year 2025), Features Intersected: ALENAIO STREAM, Facility Carried by Structure: KOMOHANA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Roadway Improvement Cost: $16,000, Total Project Cost: $243,000
Structure Number: 101940140005, Location: TMK:2-3-48:17 (Lat: 19.710744, Lng: -155.096178), Route carried "on" structure: City street 1940, Year Built: 2001, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 13,241 (year 1988), Average Future Daily Traffic: 16,551 (year 2025), Features Intersected: ALENAIO STREAM, Facility Carried by Structure: KOMOHANA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Roadway Improvement Cost: $16,000, Total Project Cost: $243,000
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Structure Number: 3000990402211, Location: 0.06MI S/KALALOA ST (Lat: 21.365214, Lng: -157.937342), Route carried "on" structure: US 99, Year Built: 2009, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 27,300 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 34,268 (year 2025), Design Load: HS 20, Features Intersected: HALAWA STRM (E.B), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.549, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.8 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2021, Underwater Inspection Date: March 2019, Total Project Cost: $6,345,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000990402211, Location: 0.06MI S/KALALOA ST (Lat: 21.365214, Lng: -157.937342), Route carried "on" structure: US 99, Year Built: 2009, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 27,300 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 34,268 (year 2025), Design Load: HS 20, Features Intersected: HALAWA STRM (E.B), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.549, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.8 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2021, Underwater Inspection Date: March 2019, Total Project Cost: $6,345,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000990402212, Location: 0.06MI S/KALALOA ST (Lat: 21.365100, Lng: -157.937119), Route carried "on" structure: US 99, Year Built: 1945, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 27,300 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 34,268 (year 2025), Design Load: H 20, Features Intersected: HALAWA STRM (W.B), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.566, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 8.35m (27.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2021, Underwater Inspection Date: March 2019, Roadway Improvement Cost: $74,000, Total Project Cost: $1,109,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3000990402212, Location: 0.06MI S/KALALOA ST (Lat: 21.365100, Lng: -157.937119), Route carried "on" structure: US 99, Year Built: 1945, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 27,300 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 34,268 (year 2025), Design Load: H 20, Features Intersected: HALAWA STRM (W.B), Facility Carried by Structure: KAM HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.566, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 8.35m (27.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2021, Underwater Inspection Date: March 2019, Roadway Improvement Cost: $74,000, Total Project Cost: $1,109,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3000H1020134, Location: 0.074MI S/STRUCT #2 (Lat: 21.371953, Lng: -157.925422), Route carried "on" structure: Ramp Interstate H1, Year Built: 1974, Status: Open, Structure Length: 24.51m (80.41ft), Average Daily Traffic: 110,500 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 166,683 (year 2025), Design Load: HS 20, Features Intersected: FAI-H1(HALAWA IC #6), Facility Carried by Structure: RAMP ES
Minimum Vertical Clearance: 7.49m (24.57ft), Kilometerpoint: 21.597, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.5 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: 46.3 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $209,000, Total Project Cost: $3,136,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H1020134, Location: 0.074MI S/STRUCT #2 (Lat: 21.371953, Lng: -157.925422), Route carried "on" structure: Ramp Interstate H1, Year Built: 1974, Status: Open, Structure Length: 24.51m (80.41ft), Average Daily Traffic: 110,500 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 166,683 (year 2025), Design Load: HS 20, Features Intersected: FAI-H1(HALAWA IC #6), Facility Carried by Structure: RAMP ES
Minimum Vertical Clearance: 7.49m (24.57ft), Kilometerpoint: 21.597, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.5 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: 46.3 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $209,000, Total Project Cost: $3,136,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H10201344, Location: 0.02MI NW/STRUCT #9 (Lat: 21.374169, Lng: -157.927453), Route carried "on" structure: Ramp Interstate H1, Year Built: 1974, Status: Open, Structure Length: 14.87m (48.79ft), Average Daily Traffic: 110,500 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 166,683 (year 2025), Design Load: HS 20, Features Intersected: HIC STRUCT #3A
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 21.629, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 25.6 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: 17.8 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $126,000, Total Project Cost: $1,886,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H10201344, Location: 0.02MI NW/STRUCT #9 (Lat: 21.374169, Lng: -157.927453), Route carried "on" structure: Ramp Interstate H1, Year Built: 1974, Status: Open, Structure Length: 14.87m (48.79ft), Average Daily Traffic: 110,500 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 166,683 (year 2025), Design Load: HS 20, Features Intersected: HIC STRUCT #3A
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 21.629, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 25.6 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: 17.8 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $126,000, Total Project Cost: $1,886,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H10201349, Location: 0.476MI SE/KAIMAKANI SEP (Lat: 21.371889, Lng: -157.926881), Route carried "on" structure: Ramp Interstate H1, Year Built: 1974, Status: Open, Structure Length: 56.45m (185.20ft), Average Daily Traffic: 110,500 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 166,683 (year 2025), Design Load: HS 20, Features Intersected: FAI-H1(HALAWA IC #3), Facility Carried by Structure: RAMP WE
Minimum Vertical Clearance: 7.77m (25.49ft), Kilometerpoint: 21.709, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 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, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $643,000, Total Project Cost: $9,651,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H10201349, Location: 0.476MI SE/KAIMAKANI SEP (Lat: 21.371889, Lng: -157.926881), Route carried "on" structure: Ramp Interstate H1, Year Built: 1974, Status: Open, Structure Length: 56.45m (185.20ft), Average Daily Traffic: 110,500 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 166,683 (year 2025), Design Load: HS 20, Features Intersected: FAI-H1(HALAWA IC #3), Facility Carried by Structure: RAMP WE
Minimum Vertical Clearance: 7.77m (25.49ft), Kilometerpoint: 21.709, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 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, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $643,000, Total Project Cost: $9,651,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H10201352, Location: 0.192MI S/STRUCT #2 (Lat: 21.370175, Lng: -157.926272), Route carried "on" structure: Interstate H1, Year Built: 1974, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 110,500 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 166,683 (year 2025), Design Load: HS 20, Features Intersected: FAI-H1(HALAWA IC #8)STRM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.790, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 23 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 42.2m (138.5ft), Out-to-Out Width: 43.3m (142.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $174,000, Total Project Cost: $2,615,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H10201352, Location: 0.192MI S/STRUCT #2 (Lat: 21.370175, Lng: -157.926272), Route carried "on" structure: Interstate H1, Year Built: 1974, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 110,500 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 166,683 (year 2025), Design Load: HS 20, Features Intersected: FAI-H1(HALAWA IC #8)STRM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.790, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 23 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 42.2m (138.5ft), Out-to-Out Width: 43.3m (142.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $174,000, Total Project Cost: $2,615,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H3020003, Location: 0.305MI W/BEG RAMP"P" (Lat: 21.368947, Lng: -157.914517), Route carried "on" structure: Ramp Interstate H3, Year Built: 1974, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 45,220 (year 2025), Design Load: HS 20, Features Intersected: HALAWA STRM(HIC #15), Facility Carried by Structure: RAMP "P"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.5 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: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $40,000, Total Project Cost: $603,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H3020003, Location: 0.305MI W/BEG RAMP"P" (Lat: 21.368947, Lng: -157.914517), Route carried "on" structure: Ramp Interstate H3, Year Built: 1974, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 45,220 (year 2025), Design Load: HS 20, Features Intersected: HALAWA STRM(HIC #15), Facility Carried by Structure: RAMP "P"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.5 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: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $40,000, Total Project Cost: $603,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H30200052, Location: H3 Onramp Moanalua Fwy WB (Lat: 21.370097, Lng: -157.911892), Route carried "on" structure: Ramp Interstate H3, Year Built: 1991, Status: Open, Structure Length: 5.41m (17.75ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 13,692 (year 2025), Design Load: HS 20, Features Intersected: S HALAWA STREAM, Facility Carried by Structure: FAI H-3 / RAMP N
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.837, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 53.1 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: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H30200052, Location: H3 Onramp Moanalua Fwy WB (Lat: 21.370097, Lng: -157.911892), Route carried "on" structure: Ramp Interstate H3, Year Built: 1991, Status: Open, Structure Length: 5.41m (17.75ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 13,692 (year 2025), Design Load: HS 20, Features Intersected: S HALAWA STREAM, Facility Carried by Structure: FAI H-3 / RAMP N
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.837, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 53.1 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: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H30200056, Location: _ (Lat: 21.375547, Lng: -157.908753), Route carried "on" structure: Interstate H3, Year Built: 1991, Status: Open, Structure Length: 87.12m (285.83ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 54,950 (year 2027), Features Intersected: QUARRY RD, HALAWA STRM
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.933, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 28, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 44.5 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H30200056, Location: _ (Lat: 21.375547, Lng: -157.908753), Route carried "on" structure: Interstate H3, Year Built: 1991, Status: Open, Structure Length: 87.12m (285.83ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 54,950 (year 2027), Features Intersected: QUARRY RD, HALAWA STRM
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.933, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 28, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 44.5 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H30200075, Location: 0.759MI E/BEG H3 (Lat: 21.370075, Lng: -157.914456), Route carried "on" structure: Interstate H3, Year Built: 1974, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 45,220 (year 2025), Design Load: HS 20, Features Intersected: HALAWA STRM(HIC #5)(OB)
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.498, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H30200075, Location: 0.759MI E/BEG H3 (Lat: 21.370075, Lng: -157.914456), Route carried "on" structure: Interstate H3, Year Built: 1974, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 45,220 (year 2025), Design Load: HS 20, Features Intersected: HALAWA STRM(HIC #5)(OB)
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.498, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H30200076, Location: 0.76MI E/BEG H3 (Lat: 21.370481, Lng: -157.914331), Route carried "on" structure: Interstate H3, Year Built: 1974, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 45,220 (year 2025), Design Load: HS 20, Features Intersected: HALAWA STRM(HIC @5)(IB)
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.498, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H30200076, Location: 0.76MI E/BEG H3 (Lat: 21.370481, Lng: -157.914331), Route carried "on" structure: Interstate H3, Year Built: 1974, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 45,220 (year 2025), Design Load: HS 20, Features Intersected: HALAWA STRM(HIC @5)(IB)
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.498, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H30200082, Location: 0.82MI E/BEG H3 (Lat: 21.370717, Lng: -157.913853), Route carried "on" structure: Ramp Interstate H3, Year Built: 1973, Status: Open, Structure Length: 18.41m (60.40ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 45,220 (year 2025), Design Load: HS 20, Features Intersected: FAI-H3(HIC STRUCT #16), Facility Carried by Structure: ULUNE EXTENSION
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 1.320, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.0 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: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H30200082, Location: 0.82MI E/BEG H3 (Lat: 21.370717, Lng: -157.913853), Route carried "on" structure: Ramp Interstate H3, Year Built: 1973, Status: Open, Structure Length: 18.41m (60.40ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 45,220 (year 2025), Design Load: HS 20, Features Intersected: FAI-H3(HIC STRUCT #16), Facility Carried by Structure: ULUNE EXTENSION
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 1.320, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.0 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: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H30200087, Location: 0.76MI SE/STRUCT #1 (Lat: 21.370014, Lng: -157.921083), Route carried "on" structure: Ramp Interstate H3, Year Built: 1974, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 45,220 (year 2025), Design Load: HS 20, Features Intersected: HALAWA STRM HIC #12, Facility Carried by Structure: RAMP HIWB 13B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.5 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: 44.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H30200087, Location: 0.76MI SE/STRUCT #1 (Lat: 21.370014, Lng: -157.921083), Route carried "on" structure: Ramp Interstate H3, Year Built: 1974, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 45,220 (year 2025), Design Load: HS 20, Features Intersected: HALAWA STRM HIC #12, Facility Carried by Structure: RAMP HIWB 13B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.5 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: 44.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H30200129, Location: 1.29 MI N OF HALAWA IC. (Lat: 21.380225, Lng: -157.903931), Route carried "on" structure: Interstate H3, Year Built: 1995, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 54,950 (year 2027), Design Load: HS 20, Features Intersected: STREAM/N.H.V. STR. #1
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 2.076, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H30200129, Location: 1.29 MI N OF HALAWA IC. (Lat: 21.380225, Lng: -157.903931), Route carried "on" structure: Interstate H3, Year Built: 1995, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 54,950 (year 2027), Design Load: HS 20, Features Intersected: STREAM/N.H.V. STR. #1
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 2.076, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H30200155, Location: 1.33Mi E Moanalua O'pass (Lat: 21.382542, Lng: -157.901097), Route carried "on" structure: Interstate H3, Year Built: 1995, Status: Open, Structure Length: 6.35m (20.83ft), Average Daily Traffic: 49,100 (year 2017), Average Future Daily Traffic: 54,950 (year 2027), Features Intersected: NORTH HALAWA STREAM, Facility Carried by Structure: H-3
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 2.494, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.7 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: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3000H30200155, Location: 1.33Mi E Moanalua O'pass (Lat: 21.382542, Lng: -157.901097), Route carried "on" structure: Interstate H3, Year Built: 1995, Status: Open, Structure Length: 6.35m (20.83ft), Average Daily Traffic: 49,100 (year 2017), Average Future Daily Traffic: 54,950 (year 2027), Features Intersected: NORTH HALAWA STREAM, Facility Carried by Structure: H-3
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 2.494, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.7 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: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3000H30200192, Location: 1.61Mi E Moanalua O'pass (Lat: 21.391811, Lng: -157.893189), Route carried "on" structure: Interstate H3, Year Built: 1997, Status: Open, Structure Length: 155.85m (511.32ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 54,950 (year 2027), Features Intersected: N HALAWA STREAM
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 3.090, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H30200192, Location: 1.61Mi E Moanalua O'pass (Lat: 21.391811, Lng: -157.893189), Route carried "on" structure: Interstate H3, Year Built: 1997, Status: Open, Structure Length: 155.85m (511.32ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 54,950 (year 2027), Features Intersected: N HALAWA STREAM
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 3.090, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H30200193, Location: 1.61Mi E Moanalua O'pass (Lat: 21.391569, Lng: -157.893244), Route carried "on" structure: Interstate H3, Year Built: 1997, Status: Open, Structure Length: 155.85m (511.32ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 45,220 (year 2025), Design Load: HS 20, Features Intersected: N HALAWA STREAM
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 3.106, 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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 30, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H30200193, Location: 1.61Mi E Moanalua O'pass (Lat: 21.391569, Lng: -157.893244), Route carried "on" structure: Interstate H3, Year Built: 1997, Status: Open, Structure Length: 155.85m (511.32ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 45,220 (year 2025), Design Load: HS 20, Features Intersected: N HALAWA STREAM
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 3.106, 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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 30, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H30200292, Location: 2.92 mi N Halawa IC (Lat: 21.396228, Lng: -157.885261), Route carried "on" structure: Interstate H3, Year Built: 1997, Status: Open, Structure Length: 19.16m (62.86ft), Average Daily Traffic: 49,100 (year 2017), Average Future Daily Traffic: 54,950 (year 2027), Design Load: HS 20, Features Intersected: N Halawa Stream, Facility Carried by Structure: H-3 Br No 4 IB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.698, 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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 59.3 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: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H30200292, Location: 2.92 mi N Halawa IC (Lat: 21.396228, Lng: -157.885261), Route carried "on" structure: Interstate H3, Year Built: 1997, Status: Open, Structure Length: 19.16m (62.86ft), Average Daily Traffic: 49,100 (year 2017), Average Future Daily Traffic: 54,950 (year 2027), Design Load: HS 20, Features Intersected: N Halawa Stream, Facility Carried by Structure: H-3 Br No 4 IB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.698, 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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 59.3 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: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H30200293, Location: 2.93 mi N Halawa IC (Lat: 21.396106, Lng: -157.885231), Route carried "on" structure: Interstate H3, Year Built: 1997, Status: Open, Structure Length: 19.16m (62.86ft), Average Daily Traffic: 49,100 (year 2017), Average Future Daily Traffic: 54,950 (year 2027), Design Load: HS 20, Features Intersected: N. Halawa Stream
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.714, 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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 63.2 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: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H30200293, Location: 2.93 mi N Halawa IC (Lat: 21.396106, Lng: -157.885231), Route carried "on" structure: Interstate H3, Year Built: 1997, Status: Open, Structure Length: 19.16m (62.86ft), Average Daily Traffic: 49,100 (year 2017), Average Future Daily Traffic: 54,950 (year 2027), Design Load: HS 20, Features Intersected: N. Halawa Stream
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.714, 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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 63.2 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: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H30200331, Location: 3.00Mi E Moanalua O'pass (Lat: 21.398767, Lng: -157.878219), Route carried "on" structure: Interstate H3, Year Built: 1996, Status: Open, Structure Length: 54.44m (178.61ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 45,220 (year 2025), Design Load: HS 20, Features Intersected: N HALAWA STREAM
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 5.326, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3000H30200331, Location: 3.00Mi E Moanalua O'pass (Lat: 21.398767, Lng: -157.878219), Route carried "on" structure: Interstate H3, Year Built: 1996, Status: Open, Structure Length: 54.44m (178.61ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 45,220 (year 2025), Design Load: HS 20, Features Intersected: N HALAWA STREAM
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 5.326, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3000H30200332, Location: 3.00Mi E Moanalua O'pass (Lat: 21.398672, Lng: -157.878144), Route carried "on" structure: Interstate H3, Year Built: 1996, Status: Open, Structure Length: 54.44m (178.61ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 45,220 (year 2025), Features Intersected: N HALAWA STRM
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 5.342, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 72.6 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: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3000H30200332, Location: 3.00Mi E Moanalua O'pass (Lat: 21.398672, Lng: -157.878144), Route carried "on" structure: Interstate H3, Year Built: 1996, Status: Open, Structure Length: 54.44m (178.61ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 45,220 (year 2025), Features Intersected: N HALAWA STRM
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 5.342, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 72.6 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: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3000H30200374, Location: 3.43Mi E Moanalua O'pass (Lat: 21.402411, Lng: -157.873989), Route carried "on" structure: Interstate H3, Year Built: 1996, Status: Open, Structure Length: 32.79m (107.58ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 54,950 (year 2027), Features Intersected: N HALAWA STRM
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 6.018, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, 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: 48.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3000H30200374, Location: 3.43Mi E Moanalua O'pass (Lat: 21.402411, Lng: -157.873989), Route carried "on" structure: Interstate H3, Year Built: 1996, Status: Open, Structure Length: 32.79m (107.58ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 54,950 (year 2027), Features Intersected: N HALAWA STRM
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 6.018, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, 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: 48.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3000H30200375, Location: 3.43Mi Moanalua O'pass (Lat: 21.402328, Lng: -157.873892), Route carried "on" structure: Interstate H3, Year Built: 1996, Status: Open, Structure Length: 30.66m (100.59ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 45,220 (year 2025), Design Load: HS 20, Features Intersected: N HALAWA STREAM
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 6.034, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 66.1 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: 33.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3000H30200375, Location: 3.43Mi Moanalua O'pass (Lat: 21.402328, Lng: -157.873892), Route carried "on" structure: Interstate H3, Year Built: 1996, Status: Open, Structure Length: 30.66m (100.59ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 45,220 (year 2025), Design Load: HS 20, Features Intersected: N HALAWA STREAM
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 6.034, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 66.1 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: 33.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3000H30200423, Location: 3.92Mi E Moanalua O'pass (Lat: 21.406617, Lng: -157.859208), Route carried "on" structure: Interstate H3, Year Built: 1995, Status: Open, Structure Length: 190.00m (623.36ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 46,310 (year 2025), Design Load: HS 20, Features Intersected: N HALAWA STREAM, Facility Carried by Structure: H-3
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 6.800, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 23, Length of Maximum Span: 109.8m (360.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 3000H30200423, Location: 3.92Mi E Moanalua O'pass (Lat: 21.406617, Lng: -157.859208), Route carried "on" structure: Interstate H3, Year Built: 1995, Status: Open, Structure Length: 190.00m (623.36ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 46,310 (year 2025), Design Load: HS 20, Features Intersected: N HALAWA STREAM, Facility Carried by Structure: H-3
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 6.800, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 23, Length of Maximum Span: 109.8m (360.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 3000H30200424, Location: 3.92Mi E Moanalua O'pass (Lat: 21.406347, Lng: -157.859097), Route carried "on" structure: Interstate H3, Year Built: 1995, Status: Open, Structure Length: 167.03m (548.00ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 46,310 (year 2025), Design Load: HS 20, Features Intersected: N HALAWA STREAM, Facility Carried by Structure: H-3
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 6.822, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 18, Length of Maximum Span: 109.8m (360.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.4 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: 46.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 3000H30200424, Location: 3.92Mi E Moanalua O'pass (Lat: 21.406347, Lng: -157.859097), Route carried "on" structure: Interstate H3, Year Built: 1995, Status: Open, Structure Length: 167.03m (548.00ft), Average Daily Traffic: 49,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 46,310 (year 2025), Design Load: HS 20, Features Intersected: N HALAWA STREAM, Facility Carried by Structure: H-3
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 6.822, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 18, Length of Maximum Span: 109.8m (360.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.4 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: 46.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 3071001400113, Location: 0.85MI SE/STRUCT #1 (Lat: 21.369778, Lng: -157.920208), Route carried "on" structure: Alternate State highway 7241, Year Built: 1974, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 21,100 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 31,486 (year 2025), Design Load: HS 20, Features Intersected: RAMP WE&ES&HA STRM #11, Facility Carried by Structure: HALAWA HTS RD
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.949, Lanes on structure: 6, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 36.1m (118.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.8 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: 37.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3071001400113, Location: 0.85MI SE/STRUCT #1 (Lat: 21.369778, Lng: -157.920208), Route carried "on" structure: Alternate State highway 7241, Year Built: 1974, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 21,100 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 31,486 (year 2025), Design Load: HS 20, Features Intersected: RAMP WE&ES&HA STRM #11, Facility Carried by Structure: HALAWA HTS RD
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.949, Lanes on structure: 6, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 36.1m (118.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.8 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: 37.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3071001400224, Location: 0.02MI N/KAAKAU PL (Lat: 21.383328, Lng: -157.915122), Route carried "on" structure: Alternate US 7241, Year Built: 1952, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 8,200 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 10,220 (year 2025), Design Load: HS 20, Features Intersected: FORMER HALAWA RDG RD, Facility Carried by Structure: HALAWA HTS RD
Minimum Vertical Clearance: 3.40m (11.15ft), Kilometerpoint: 2.752, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Roadway Improvement Cost: $15,000, Total Project Cost: $221,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3071001400224, Location: 0.02MI N/KAAKAU PL (Lat: 21.383328, Lng: -157.915122), Route carried "on" structure: Alternate US 7241, Year Built: 1952, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 8,200 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 10,220 (year 2025), Design Load: HS 20, Features Intersected: FORMER HALAWA RDG RD, Facility Carried by Structure: HALAWA HTS RD
Minimum Vertical Clearance: 3.40m (11.15ft), Kilometerpoint: 2.752, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Roadway Improvement Cost: $15,000, Total Project Cost: $221,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3900601700001, Location: TMK=9-9-05 (Lat: 21.379167, Lng: -157.926944), Route carried "on" structure: City street _, Year Built: 2000, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 900 (year 2011), Average Future Daily Traffic: 1,500 (year 2028), Features Intersected: Aiea Stream, Facility Carried by Structure: Halewiliko Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.9m (88.3ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 50.2 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3900601700001, Location: TMK=9-9-05 (Lat: 21.379167, Lng: -157.926944), Route carried "on" structure: City street _, Year Built: 2000, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 900 (year 2011), Average Future Daily Traffic: 1,500 (year 2028), Features Intersected: Aiea Stream, Facility Carried by Structure: Halewiliko Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.9m (88.3ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 50.2 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place