Bridge Statistics for Palmerton, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 154ft / 47.2mTotal length
- $767,000Total costs
- 123,692Total average daily traffic
- 6,384Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Palmerton
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11920-1929
- 11930-1939
- 11950-1959
- 91960-1969
- 11970-1979
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 10.0%Very good
- 20.0%Good
- 50.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
- Bridge Condition - Superstructure
- 20.0%Very good
- 10.0%Good
- 20.0%Satisfactory
- 40.0%Fair
- 10.0%Poor
- Bridge Condition - Substructure
- 20.0%Good
- 10.0%Satisfactory
- 60.0%Fair
- 10.0%Poor
- Bridge Condition - Channel
- 25.0%Good
- 12.5%Satisfactory
- 25.0%Fair
- 37.5%Poor
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Structure Number: 901, Location: 0.5 MI.S.OF PALMERTON (Lat: 40.795669, Lng: -75.616833), Route carried "on" structure: State highway 248, Year Built: 1962, Year Reconstructed: 2019, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 23,146 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 30,432 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.040, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $52,000, Total Project Cost: $240,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 901, Location: 0.5 MI.S.OF PALMERTON (Lat: 40.795669, Lng: -75.616833), Route carried "on" structure: State highway 248, Year Built: 1962, Year Reconstructed: 2019, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 23,146 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 30,432 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.040, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $52,000, Total Project Cost: $240,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 9013, Location: CANTILEVER (Lat: 40.789017, Lng: -75.608647), Route carried "on" structure: State highway 248, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 29.26m (96.00ft), Average Daily Traffic: 11,506 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 16,569 (year 2032), Design Load: HS 20, Features Intersected: PA 248 EB(LR 163)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.857, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 8 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 29.70m (97.44ft), 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: 9013, Location: CANTILEVER (Lat: 40.789017, Lng: -75.608647), Route carried "on" structure: State highway 248, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 29.26m (96.00ft), Average Daily Traffic: 11,506 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 16,569 (year 2032), Design Load: HS 20, Features Intersected: PA 248 EB(LR 163)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.857, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 8 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 29.70m (97.44ft), 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: 9055, Location: PALMERTON-DELAWARE AVE. (Lat: 40.798819, Lng: -75.617231), Route carried "on" structure: State highway , Year Built: 1962, Year Reconstructed: 1980, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 15,759 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 19,744 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK/SOUTHERN RR, Facility Carried by Structure: SR 2002(APPL.1461)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 9055, Location: PALMERTON-DELAWARE AVE. (Lat: 40.798819, Lng: -75.617231), Route carried "on" structure: State highway , Year Built: 1962, Year Reconstructed: 1980, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 15,759 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 19,744 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK/SOUTHERN RR, Facility Carried by Structure: SR 2002(APPL.1461)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 9058, Location: PALMERTON/AQUASHICOLA (Lat: 40.809969, Lng: -75.591908), Route carried "on" structure: State highway , Year Built: 1922, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 10,448 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 15,582 (year 2032), Design Load: HS 20, Features Intersected: LITTLE AQUASHICOLA CREEK, Facility Carried by Structure: SR 2002(APPL.1461)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.049, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $13,000, Total Project Cost: $62,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9058, Location: PALMERTON/AQUASHICOLA (Lat: 40.809969, Lng: -75.591908), Route carried "on" structure: State highway , Year Built: 1922, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 10,448 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 15,582 (year 2032), Design Load: HS 20, Features Intersected: LITTLE AQUASHICOLA CREEK, Facility Carried by Structure: SR 2002(APPL.1461)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.049, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $13,000, Total Project Cost: $62,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9066, Location: AQUASHICOLA,FIRELINE RD. (Lat: 40.814933, Lng: -75.594600), Route carried "on" structure: State highway , Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,611 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 4,578 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: SR 2004 (LR 13014)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.214, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $25,000, Total Project Cost: $117,000, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 9066, Location: AQUASHICOLA,FIRELINE RD. (Lat: 40.814933, Lng: -75.594600), Route carried "on" structure: State highway , Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,611 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 4,578 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: SR 2004 (LR 13014)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.214, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $25,000, Total Project Cost: $117,000, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 9068, Location: .75 M. W.OF LITTLE GAP (Lat: 40.834594, Lng: -75.534078), Route carried "on" structure: State highway , Year Built: 1978, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,165 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,486 (year 2032), Design Load: HS 20, Features Intersected: HUNTER CREEK, Facility Carried by Structure: SR 2004 (LR 13014)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.983, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9068, Location: .75 M. W.OF LITTLE GAP (Lat: 40.834594, Lng: -75.534078), Route carried "on" structure: State highway , Year Built: 1978, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,165 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,486 (year 2032), Design Load: HS 20, Features Intersected: HUNTER CREEK, Facility Carried by Structure: SR 2004 (LR 13014)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.983, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 912, Location: NW OF LITTLE GAP (Lat: 40.841969, Lng: -75.540042), Route carried "on" structure: City street , Year Built: 1955, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 90 (year 1989), Average Future Daily Traffic: 126 (year 2009), Design Load: HS 20, Features Intersected: HUNTERS CREEK, Facility Carried by Structure: SUMMER MTN. RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $25,000, Total Project Cost: $113,000
Structure Number: 912, Location: NW OF LITTLE GAP (Lat: 40.841969, Lng: -75.540042), Route carried "on" structure: City street , Year Built: 1955, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 90 (year 1989), Average Future Daily Traffic: 126 (year 2009), Design Load: HS 20, Features Intersected: HUNTERS CREEK, Facility Carried by Structure: SUMMER MTN. RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $25,000, Total Project Cost: $113,000
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Structure Number: 9121, Location: LITTLE GAP (Lat: 40.832014, Lng: -75.522544), Route carried "on" structure: City street , Year Built: 1932, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 750 (year 1990), Truck Traffic: 2%, Average Future Daily Traffic: 2,500 (year 2030), Design Load: H 10, Features Intersected: HUNTERS CREEK, Facility Carried by Structure: COVERED BRG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $31,000, Total Project Cost: $140,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9121, Location: LITTLE GAP (Lat: 40.832014, Lng: -75.522544), Route carried "on" structure: City street , Year Built: 1932, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 750 (year 1990), Truck Traffic: 2%, Average Future Daily Traffic: 2,500 (year 2030), Design Load: H 10, Features Intersected: HUNTERS CREEK, Facility Carried by Structure: COVERED BRG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $31,000, Total Project Cost: $140,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9122, Location: LITTLE GAP COVERED BRIDGE (Lat: 40.831383, Lng: -75.522450), Route carried "on" structure: City street , Year Built: 1880, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 750 (year 1979), Truck Traffic: 1%, Average Future Daily Traffic: 1,350 (year 2009), Design Load: H 15, Features Intersected: PRINCESS CREEK, Facility Carried by Structure: COVER BRIDGE RD
Minimum Vertical Clearance: 2.74m (8.99ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Critical Feature Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $21,000, Total Project Cost: $95,000, Deck Structure Type: Open Grating
Structure Number: 9122, Location: LITTLE GAP COVERED BRIDGE (Lat: 40.831383, Lng: -75.522450), Route carried "on" structure: City street , Year Built: 1880, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 750 (year 1979), Truck Traffic: 1%, Average Future Daily Traffic: 1,350 (year 2009), Design Load: H 15, Features Intersected: PRINCESS CREEK, Facility Carried by Structure: COVER BRIDGE RD
Minimum Vertical Clearance: 2.74m (8.99ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Critical Feature Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $21,000, Total Project Cost: $95,000, Deck Structure Type: Open Grating
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Structure Number: 40989, Location: .25 MI.N.OF LEHIGH GAP (Lat: 40.792964, Lng: -75.612328), Route carried "on" structure: State highway 248, Year Built: 2000, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 23,146 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 30,432 (year 2032), Design Load: HS 20, Features Intersected: AQUASHICOLA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.840, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40989, Location: .25 MI.N.OF LEHIGH GAP (Lat: 40.792964, Lng: -75.612328), Route carried "on" structure: State highway 248, Year Built: 2000, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 23,146 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 30,432 (year 2032), Design Load: HS 20, Features Intersected: AQUASHICOLA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.840, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 44954, Location: Lower Smith Gap Rd. (Lat: 40.822547, Lng: -75.525814), Route carried "on" structure: State highway , Year Built: 2008, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 1,161 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,159 (year 2032), Design Load: HL 93, Features Intersected: Buckwha Creek, Facility Carried by Structure: SR 2006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.335, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44954, Location: Lower Smith Gap Rd. (Lat: 40.822547, Lng: -75.525814), Route carried "on" structure: State highway , Year Built: 2008, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 1,161 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,159 (year 2032), Design Load: HL 93, Features Intersected: Buckwha Creek, Facility Carried by Structure: SR 2006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.335, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9008, Location: PA.248 OVER DELAWARE AVE. (Lat: 40.797244, Lng: -75.619958), Route carried "under" structure: State highway , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 4,298 (year 2022), Truck Traffic: 9%, Features Intersected: SR 2002 (APPL.1461), Facility Carried by Structure: PA 248 (LR 163)
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 9008, Location: PA.248 OVER DELAWARE AVE. (Lat: 40.797244, Lng: -75.619958), Route carried "under" structure: State highway , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 4,298 (year 2022), Truck Traffic: 9%, Features Intersected: SR 2002 (APPL.1461), Facility Carried by Structure: PA 248 (LR 163)
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 9008, Location: PA.248 OVER DELAWARE AVE. (Lat: 40.797244, Lng: -75.619958), Route carried "under" structure: State highway , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 8,171 (year 2020), Truck Traffic: 8%, Features Intersected: SR 2002 (APPL.1461), Facility Carried by Structure: PA 248 (LR 163)
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 9008, Location: PA.248 OVER DELAWARE AVE. (Lat: 40.797244, Lng: -75.619958), Route carried "under" structure: State highway , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 8,171 (year 2020), Truck Traffic: 8%, Features Intersected: SR 2002 (APPL.1461), Facility Carried by Structure: PA 248 (LR 163)
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 9008, Location: PA.248 OVER DELAWARE AVE. (Lat: 40.797244, Lng: -75.619958), Route carried "under" structure: State highway , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 7,588 (year 2020), Truck Traffic: 6%, Features Intersected: SR 2002 (APPL.1461), Facility Carried by Structure: PA 248 (LR 163)
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 9008, Location: PA.248 OVER DELAWARE AVE. (Lat: 40.797244, Lng: -75.619958), Route carried "under" structure: State highway , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 7,588 (year 2020), Truck Traffic: 6%, Features Intersected: SR 2002 (APPL.1461), Facility Carried by Structure: PA 248 (LR 163)
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 9008, Location: PA.248 OVER DELAWARE AVE. (Lat: 40.797244, Lng: -75.619958), Route carried "under" structure: State highway , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 2,463 (year 2022), Truck Traffic: 9%, Features Intersected: SR 2002 (APPL.1461), Facility Carried by Structure: PA 248 (LR 163)
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 9008, Location: PA.248 OVER DELAWARE AVE. (Lat: 40.797244, Lng: -75.619958), Route carried "under" structure: State highway , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 2,463 (year 2022), Truck Traffic: 9%, Features Intersected: SR 2002 (APPL.1461), Facility Carried by Structure: PA 248 (LR 163)
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 9013, Location: CANTILEVER (Lat: 40.789017, Lng: -75.608647), Route carried "under" structure: State highway 248, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 11,640 (year 2022), Truck Traffic: 4%, Features Intersected: PA 248 EB(LR 163)
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 9.840, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 6.1m (20.0ft)
Structure Number: 9013, Location: CANTILEVER (Lat: 40.789017, Lng: -75.608647), Route carried "under" structure: State highway 248, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 11,640 (year 2022), Truck Traffic: 4%, Features Intersected: PA 248 EB(LR 163)
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 9.840, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 6.1m (20.0ft)