Bridge Statistics for Kelayres, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 108ft / 32.6mTotal length
- $284,000Total costs
- 69,814Total average daily traffic
- 17,858Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Kelayres
- No street view available for this location
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Superstructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Substructure
- 25.0%Good
- 75.0%Satisfactory
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Structure Number: 23679, Location: HAZLE TWP .5M N CNTY LINE (Lat: 40.908797, Lng: -76.022997), Route carried "on" structure: City street LOCL, Year Built: 1967, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 200 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 255 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 0081 I-81, Facility Carried by Structure: HONEYBROOK HAUL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: Private, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 73.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 11.00m (36.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 23679, Location: HAZLE TWP .5M N CNTY LINE (Lat: 40.908797, Lng: -76.022997), Route carried "on" structure: City street LOCL, Year Built: 1967, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 200 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 255 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 0081 I-81, Facility Carried by Structure: HONEYBROOK HAUL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: Private, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 73.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 11.00m (36.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 30609, Location: EXIT 138 (39) (Lat: 40.881417, Lng: -76.017881), Route carried "on" structure: Interstate 81, Year Built: 1966, Year Reconstructed: 1986, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 14,269 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 15,473 (year 2032), Design Load: HL 93, Features Intersected: READING,RBMNRR,RAMPS M&U
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.692, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 30609, Location: EXIT 138 (39) (Lat: 40.881417, Lng: -76.017881), Route carried "on" structure: Interstate 81, Year Built: 1966, Year Reconstructed: 1986, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 14,269 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 15,473 (year 2032), Design Load: HL 93, Features Intersected: READING,RBMNRR,RAMPS M&U
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.692, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3061, Location: EXIT 138 (39) MCADOO EXIT (Lat: 40.881333, Lng: -76.018231), Route carried "on" structure: Interstate 81, Year Built: 1966, Year Reconstructed: 2014, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 14,561 (year 2021), Truck Traffic: 29%, Average Future Daily Traffic: 15,148 (year 2032), Design Load: HL 93, Features Intersected: SR 8017, READING/NO. RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.578, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.30m (33.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $62,000, Total Project Cost: $284,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3061, Location: EXIT 138 (39) MCADOO EXIT (Lat: 40.881333, Lng: -76.018231), Route carried "on" structure: Interstate 81, Year Built: 1966, Year Reconstructed: 2014, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 14,561 (year 2021), Truck Traffic: 29%, Average Future Daily Traffic: 15,148 (year 2032), Design Load: HL 93, Features Intersected: SR 8017, READING/NO. RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.578, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.30m (33.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $62,000, Total Project Cost: $284,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 31033, Location: MCADOO INT. RAMP TO NB 81 (Lat: 40.885458, Lng: -76.017650), Route carried "on" structure: Ramp State highway , Year Built: 1967, Year Reconstructed: 1987, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 3,812 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 4,273 (year 2032), Design Load: HL 93, Features Intersected: READING & NORTHERN RR, Facility Carried by Structure: RAMP S TO NB 81
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 31033, Location: MCADOO INT. RAMP TO NB 81 (Lat: 40.885458, Lng: -76.017650), Route carried "on" structure: Ramp State highway , Year Built: 1967, Year Reconstructed: 1987, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 3,812 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 4,273 (year 2032), Design Load: HL 93, Features Intersected: READING & NORTHERN RR, Facility Carried by Structure: RAMP S TO NB 81
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 23679, Location: HAZLE TWP .5M N CNTY LINE (Lat: 40.908797, Lng: -76.022997), Route carried "under" structure: Interstate 81, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 14,269 (year 2021), Truck Traffic: 30%, Features Intersected: SR 0081 I-81, Facility Carried by Structure: HONEYBROOK HAUL RD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.703, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft)
Structure Number: 23679, Location: HAZLE TWP .5M N CNTY LINE (Lat: 40.908797, Lng: -76.022997), Route carried "under" structure: Interstate 81, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 14,269 (year 2021), Truck Traffic: 30%, Features Intersected: SR 0081 I-81, Facility Carried by Structure: HONEYBROOK HAUL RD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.703, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft)
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Structure Number: 23679, Location: HAZLE TWP .5M N CNTY LINE (Lat: 40.908797, Lng: -76.022997), Route carried "under" structure: Interstate 81, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 14,561 (year 2021), Truck Traffic: 29%, Features Intersected: SR 0081 I-81, Facility Carried by Structure: HONEYBROOK HAUL RD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.747, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft)
Structure Number: 23679, Location: HAZLE TWP .5M N CNTY LINE (Lat: 40.908797, Lng: -76.022997), Route carried "under" structure: Interstate 81, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 14,561 (year 2021), Truck Traffic: 29%, Features Intersected: SR 0081 I-81, Facility Carried by Structure: HONEYBROOK HAUL RD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.747, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft)
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Structure Number: 30609, Location: EXIT 138 (39) (Lat: 40.881417, Lng: -76.017881), Route carried "under" structure: Ramp State highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 369 (year 2021), Truck Traffic: 7%, Features Intersected: READING,RBMNRR,RAMPS M&U, Facility Carried by Structure: I-81 NB (LR 1005)
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 30609, Location: EXIT 138 (39) (Lat: 40.881417, Lng: -76.017881), Route carried "under" structure: Ramp State highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 369 (year 2021), Truck Traffic: 7%, Features Intersected: READING,RBMNRR,RAMPS M&U, Facility Carried by Structure: I-81 NB (LR 1005)
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
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Structure Number: 30609, Location: EXIT 138 (39) (Lat: 40.881417, Lng: -76.017881), Route carried "under" structure: Ramp State highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 3,702 (year 2021), Truck Traffic: 7%, Features Intersected: READING,RBMNRR,RAMPS M&U, Facility Carried by Structure: I-81 NB (LR 1005)
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 30609, Location: EXIT 138 (39) (Lat: 40.881417, Lng: -76.017881), Route carried "under" structure: Ramp State highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 3,702 (year 2021), Truck Traffic: 7%, Features Intersected: READING,RBMNRR,RAMPS M&U, Facility Carried by Structure: I-81 NB (LR 1005)
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
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Structure Number: 3061, Location: EXIT 138 (39) MCADOO EXIT (Lat: 40.881333, Lng: -76.018231), Route carried "under" structure: Ramp State highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 3,702 (year 2021), Truck Traffic: 7%, Features Intersected: SR 8017, READING/NO. RR, Facility Carried by Structure: I-81SB (LR 1005)
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 3061, Location: EXIT 138 (39) MCADOO EXIT (Lat: 40.881333, Lng: -76.018231), Route carried "under" structure: Ramp State highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 3,702 (year 2021), Truck Traffic: 7%, Features Intersected: SR 8017, READING/NO. RR, Facility Carried by Structure: I-81SB (LR 1005)
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
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Structure Number: 3061, Location: EXIT 138 (39) MCADOO EXIT (Lat: 40.881333, Lng: -76.018231), Route carried "under" structure: Ramp State highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 369 (year 2021), Truck Traffic: 7%, Features Intersected: SR 8017, READING/NO. RR, Facility Carried by Structure: I-81SB (LR 1005)
Minimum Vertical Clearance: 4.48m (14.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 3061, Location: EXIT 138 (39) MCADOO EXIT (Lat: 40.881333, Lng: -76.018231), Route carried "under" structure: Ramp State highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 369 (year 2021), Truck Traffic: 7%, Features Intersected: SR 8017, READING/NO. RR, Facility Carried by Structure: I-81SB (LR 1005)
Minimum Vertical Clearance: 4.48m (14.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)