Bridge Statistics for Timber Hills, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 52ft / 15.9mTotal length
- $858,000Total costs
- 67,591Total average daily traffic
- 12,989Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Timber Hills
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21940-1949
- 31950-1959
- 21960-1969
- 11970-1979
- 11980-1989
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 11.1%Very good
- 22.2%Good
- 33.3%Satisfactory
- 22.2%Fair
- 11.1%Poor
- Bridge Condition - Superstructure
- 66.7%Good
- 11.1%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 44.4%Good
- 44.4%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 10.0%Very good
- 10.0%Good
- 30.0%Satisfactory
- 40.0%Fair
- 10.0%Poor
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Fair
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Structure Number: 21694, Location: 1 MI.S. OF MASTERSONVILLE (Lat: 40.181769, Lng: -76.492675), Route carried "on" structure: State highway , Year Built: 1960, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,837 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 1,987 (year 2032), Design Load: HS 20, Features Intersected: BRUBAKER RUN, Facility Carried by Structure: SR 4008 E.TOWN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.610, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21694, Location: 1 MI.S. OF MASTERSONVILLE (Lat: 40.181769, Lng: -76.492675), Route carried "on" structure: State highway , Year Built: 1960, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,837 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 1,987 (year 2032), Design Load: HS 20, Features Intersected: BRUBAKER RUN, Facility Carried by Structure: SR 4008 E.TOWN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.610, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21739, Location: 1.5 MI.N.W. MASTERSONVILE (Lat: 40.207306, Lng: -76.502169), Route carried "on" structure: State highway , Year Built: 1960, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,729 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 3,021 (year 2032), Design Load: HS 20, Features Intersected: LITTLE CHICKIES CREEK, Facility Carried by Structure: SR 4027 NColebrook
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.005, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21739, Location: 1.5 MI.N.W. MASTERSONVILE (Lat: 40.207306, Lng: -76.502169), Route carried "on" structure: State highway , Year Built: 1960, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,729 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 3,021 (year 2032), Design Load: HS 20, Features Intersected: LITTLE CHICKIES CREEK, Facility Carried by Structure: SR 4027 NColebrook
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.005, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21992, Location: 1/2 MI SE OF SR 4039 (Lat: 40.200697, Lng: -76.509100), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 2007, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 200 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 270 (year 2031), Design Load: H 10, Features Intersected: LITTLE CHIQUES CRK, Facility Carried by Structure: T331 COLD SPRNG 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $35,000, Total Project Cost: $132,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21992, Location: 1/2 MI SE OF SR 4039 (Lat: 40.200697, Lng: -76.509100), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 2007, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 200 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 270 (year 2031), Design Load: H 10, Features Intersected: LITTLE CHIQUES CRK, Facility Carried by Structure: T331 COLD SPRNG 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $35,000, Total Project Cost: $132,000, 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: 21993, Location: 1 MI SW OF SR 4029 (Lat: 40.210528, Lng: -76.476078), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 400 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 535 (year 2031), Design Load: H 20, Features Intersected: LITTLE CHIQUES CREEK, Facility Carried by Structure: T-332 CAMP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21993, Location: 1 MI SW OF SR 4029 (Lat: 40.210528, Lng: -76.476078), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 400 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 535 (year 2031), Design Load: H 20, Features Intersected: LITTLE CHIQUES CREEK, Facility Carried by Structure: T-332 CAMP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2266, Location: COLEBROOK (Lat: 40.240644, Lng: -76.512481), Route carried "on" structure: State highway 117, Year Built: 1974, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 4,522 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 4,570 (year 2032), Design Load: HS 20, Features Intersected: CONEWAGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.879, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $18,000, Total Project Cost: $81,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2266, Location: COLEBROOK (Lat: 40.240644, Lng: -76.512481), Route carried "on" structure: State highway 117, Year Built: 1974, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 4,522 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 4,570 (year 2032), Design Load: HS 20, Features Intersected: CONEWAGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.879, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $18,000, Total Project Cost: $81,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22775, Location: LAWN (Lat: 40.222222, Lng: -76.541294), Route carried "on" structure: State highway , Year Built: 1936, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 982 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,034 (year 2032), Design Load: H 20, Features Intersected: CONEWAGO CREEK, Facility Carried by Structure: SR 3007/LawnRd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.388, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Inventory Rating: 87.1 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: 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: July 2021, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $68,000, Total Project Cost: $311,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22775, Location: LAWN (Lat: 40.222222, Lng: -76.541294), Route carried "on" structure: State highway , Year Built: 1936, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 982 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,034 (year 2032), Design Load: H 20, Features Intersected: CONEWAGO CREEK, Facility Carried by Structure: SR 3007/LawnRd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.388, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Inventory Rating: 87.1 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: 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: July 2021, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $68,000, Total Project Cost: $311,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22828, Location: SOUTH LONDONDERRY TWP (Lat: 40.218506, Lng: -76.527664), Route carried "on" structure: State highway , Year Built: 1949, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 787 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 470 (year 2030), Design Load: HS 20, Features Intersected: PA TPK (I-76), Facility Carried by Structure: SR 3007, LR 38001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.674, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22828, Location: SOUTH LONDONDERRY TWP (Lat: 40.218506, Lng: -76.527664), Route carried "on" structure: State highway , Year Built: 1949, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 787 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 470 (year 2030), Design Load: HS 20, Features Intersected: PA TPK (I-76), Facility Carried by Structure: SR 3007, LR 38001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.674, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22829, Location: SOUTH LONDONDERRY TWP. (Lat: 40.226639, Lng: -76.506203), Route carried "on" structure: State highway , Year Built: 1950, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 2,619 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 2,865 (year 2030), Design Load: HS 20, Features Intersected: PA TPK (I-76), Facility Carried by Structure: SR 3005,LR 38032
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.154, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22829, Location: SOUTH LONDONDERRY TWP. (Lat: 40.226639, Lng: -76.506203), Route carried "on" structure: State highway , Year Built: 1950, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 2,619 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 2,865 (year 2030), Design Load: HS 20, Features Intersected: PA TPK (I-76), Facility Carried by Structure: SR 3005,LR 38032
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.154, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 42885, Location: 0.4 MI. SE OF SR 4033 (Lat: 40.191144, Lng: -76.482697), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,035 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 2,725 (year 2031), Design Load: HS 25 or greater, Features Intersected: BRUBAKER RUN, Facility Carried by Structure: COLEBROOK RD T-374
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $73,000, Total Project Cost: $334,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42885, Location: 0.4 MI. SE OF SR 4033 (Lat: 40.191144, Lng: -76.482697), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,035 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 2,725 (year 2031), Design Load: HS 25 or greater, Features Intersected: BRUBAKER RUN, Facility Carried by Structure: COLEBROOK RD T-374
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $73,000, Total Project Cost: $334,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 43366, Location: LAWN (Lat: 40.231083, Lng: -76.534139), Route carried "on" structure: State highway 241, Year Built: 2005, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,374 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,865 (year 2032), Design Load: HL 93, Features Intersected: CONEWAGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.017, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 43366, Location: LAWN (Lat: 40.231083, Lng: -76.534139), Route carried "on" structure: State highway 241, Year Built: 2005, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,374 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,865 (year 2032), Design Load: HL 93, Features Intersected: CONEWAGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.017, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 47992, Location: 150' N of Mt Gretna Rd (Lat: 40.242694, Lng: -76.479317), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 210 (year 2018), Average Future Daily Traffic: 256 (year 2038), Design Load: HS 20, Features Intersected: Conewago Creek, Facility Carried by Structure: Timber Bridge Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 47992, Location: 150' N of Mt Gretna Rd (Lat: 40.242694, Lng: -76.479317), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 210 (year 2018), Average Future Daily Traffic: 256 (year 2038), Design Load: HS 20, Features Intersected: Conewago Creek, Facility Carried by Structure: Timber Bridge Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57585, Location: 1200 FT S OF SHUMAKER RD (Lat: 40.198497, Lng: -76.468942), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 100 (year 2040), Features Intersected: BRUBAKER RUN, Facility Carried by Structure: WISEGARVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: June 2020
Structure Number: 57585, Location: 1200 FT S OF SHUMAKER RD (Lat: 40.198497, Lng: -76.468942), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 100 (year 2040), Features Intersected: BRUBAKER RUN, Facility Carried by Structure: WISEGARVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: June 2020
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Structure Number: 22828, Location: SOUTH LONDONDERRY TWP (Lat: 40.218506, Lng: -76.527664), Route carried "under" structure: Interstate 76, Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 24,423 (year 2001), Truck Traffic: 24%, Features Intersected: PA TPK (I-76), Facility Carried by Structure: SR 3007, LR 38001
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 22828, Location: SOUTH LONDONDERRY TWP (Lat: 40.218506, Lng: -76.527664), Route carried "under" structure: Interstate 76, Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 24,423 (year 2001), Truck Traffic: 24%, Features Intersected: PA TPK (I-76), Facility Carried by Structure: SR 3007, LR 38001
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 22829, Location: SOUTH LONDONDERRY TWP. (Lat: 40.226639, Lng: -76.506203), Route carried "under" structure: Interstate 76, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 24,423 (year 2001), Truck Traffic: 24%, Features Intersected: PA TPK (I-76), Facility Carried by Structure: SR 3005,LR 38032
Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 22829, Location: SOUTH LONDONDERRY TWP. (Lat: 40.226639, Lng: -76.506203), Route carried "under" structure: Interstate 76, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 24,423 (year 2001), Truck Traffic: 24%, Features Intersected: PA TPK (I-76), Facility Carried by Structure: SR 3005,LR 38032
Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 26.5m (86.9ft)