Bridge Statistics for Mohnton, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 5146,  Location: WYOMISSING ROAD (Lat: 40.279214,  Lng: -75.993639),  Route carried "on" structure: State highway ,  Year Built: 1925,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,197 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,436 (year 2032),  Design Load: HS 20,  Features Intersected: WYOMISSING CREEK,  Facility Carried by Structure: SR 3009 (LR 660)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.085,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $28,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5148,  Location: MOHNTON BORO (Lat: 40.283217,  Lng: -75.988142),  Route carried "on" structure: State highway ,  Year Built: 1966,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 1,197 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,436 (year 2036),  Design Load: HS 20,  Features Intersected: WYOMISSING CREEK,  Facility Carried by Structure: SR 3009 (LR 660)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.653,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  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: 5164,  Location: MOHNTON BORO(CHURCH ST) (Lat: 40.283842,  Lng: -75.981931),  Route carried "on" structure: State highway ,  Year Built: 1949,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 1,275 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,981 (year 2032),  Design Load: HS 20,  Features Intersected: WYOMISSING CREEK,  Facility Carried by Structure: SR 3022--CHURCH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $79,000,  Deck Structure Type: Open Grating

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Structure Number: 5309,  Location: MOHNTON/PENNWYN (Lat: 40.289167,  Lng: -75.977397),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 431 (year 1985),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2030),  Features Intersected: WYOMISSING CREEK,  Facility Carried by Structure: WERNER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Other Special Inspection Date: December 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 5497,  Location: SE MOHNTON (Lat: 40.285658,  Lng: -75.980933),  Route carried "on" structure: Business City street ,  Year Built: 1981,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,200 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,500 (year 2024),  Design Load: HS 20,  Features Intersected: WYOMISSING CREEK,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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 desirable 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 42431,  Location: 0.1MI.N.0F SR 222 (Lat: 40.293108,  Lng: -76.009347),  Route carried "on" structure: State highway ,  Year Built: 2004,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,060 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,599 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: KLINES CREEK,  Facility Carried by Structure: SR 3020
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Inventory Rating: 90.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018

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Structure Number: 42435,  Location: 222 OVER BUS 222 SB RAMP (Lat: 40.297692,  Lng: -75.999806),  Route carried "on" structure: US 222,  Year Built: 2004,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 39,620 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 39,920 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: BUS 222 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.139,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  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: 31.7m (104.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 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: 42443,  Location: GRINGS HILL OVER SR222 (Lat: 40.292386,  Lng: -76.008547),  Route carried "on" structure: Ramp State highway ,  Year Built: 2004,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 1,060 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,599 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: US 222,  Facility Carried by Structure: SR3020 GRINGS HILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  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,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  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: 42444,  Location: OLD LANCASTER PIKE (Lat: 40.294089,  Lng: -76.005322),  Route carried "on" structure: State highway ,  Year Built: 2004,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 1,060 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,599 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: US 222,  Facility Carried by Structure: SR3020 OLD LANC.PK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.605,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.5m (169.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  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: 54095,  Location: W.WYOMISSING AVE. (Lat: 40.283000,  Lng: -75.991528),  Route carried "on" structure: State highway ,  Year Built: 2018,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,197 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,436 (year 2032),  Design Load: HL 93,  Features Intersected: WYOMISSING CREEK,  Facility Carried by Structure: W.WYOMISSING AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.085,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 42435,  Location: 222 OVER BUS 222 SB RAMP (Lat: 40.297692,  Lng: -75.999806),  Route carried "under" structure: Business US 222B,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 4,014 (year 2022),  Truck Traffic: 4%,  Features Intersected: BUS 222 SB,  Facility Carried by Structure: US 222
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 42443,  Location: GRINGS HILL OVER SR222 (Lat: 40.292386,  Lng: -76.008547),  Route carried "under" structure: US 222,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 19,730 (year 2020),  Truck Traffic: 15%,  Features Intersected: US 222,  Facility Carried by Structure: SR3020 GRINGS HILL
Minimum Vertical Clearance: 6.47m (21.23ft),  Kilometerpoint: 6.193,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 42443,  Location: GRINGS HILL OVER SR222 (Lat: 40.292386,  Lng: -76.008547),  Route carried "under" structure: US 222,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 19,890 (year 2020),  Truck Traffic: 16%,  Features Intersected: US 222,  Facility Carried by Structure: SR3020 GRINGS HILL
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 6.198,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 42444,  Location: OLD LANCASTER PIKE (Lat: 40.294089,  Lng: -76.005322),  Route carried "under" structure: US 222,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 19,890 (year 2020),  Truck Traffic: 16%,  Features Intersected: US 222,  Facility Carried by Structure: SR3020 OLD LANC.PK
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 6.198,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.5m (169.0ft)

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Structure Number: 42444,  Location: OLD LANCASTER PIKE (Lat: 40.294089,  Lng: -76.005322),  Route carried "under" structure: Ramp State highway ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 3,288 (year 2022),  Truck Traffic: 7%,  Features Intersected: US 222,  Facility Carried by Structure: SR3020 OLD LANC.PK
Minimum Vertical Clearance: 7.25m (23.79ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.5m (169.0ft)

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Structure Number: 42444,  Location: OLD LANCASTER PIKE (Lat: 40.294089,  Lng: -76.005322),  Route carried "under" structure: US 222B,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 4,014 (year 2022),  Truck Traffic: 4%,  Features Intersected: US 222,  Facility Carried by Structure: SR3020 OLD LANC.PK
Minimum Vertical Clearance: 6.95m (22.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.5m (169.0ft)

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Structure Number: 42444,  Location: OLD LANCASTER PIKE (Lat: 40.294089,  Lng: -76.005322),  Route carried "under" structure: US 222,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 19,730 (year 2020),  Truck Traffic: 15%,  Features Intersected: US 222,  Facility Carried by Structure: SR3020 OLD LANC.PK
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 6.193,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.5m (169.0ft)