Bridge Statistics for Pitman, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 805I02,  Location: 0.1 MI EAST OF CR553 ALT (Lat: 39.754600,  Lng: -75.148269),  Route carried "on" structure: City street ,  Year Built: 1926,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,876 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,051 (year 2040),  Features Intersected: CHESTNUT BRANCH,  Facility Carried by Structure: TYLERS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.285,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $107,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $423,000 ( Estimate for 2020)

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Structure Number: 805J06,  Location: 0.65 mi East of CR 553 (Lat: 39.754750,  Lng: -75.117500),  Route carried "on" structure: County highway 635,  Year Built: 1932,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 8,699 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,439 (year 2040),  Features Intersected: MANTUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.343,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $132,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $480,000 ( Estimate for 2020)

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Structure Number: 805J1,  Location: 0.37 Mi. S. of CR 654 (Lat: 39.750081,  Lng: -75.104189),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,526 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,079 (year 2041),  Features Intersected: Porch Branch,  Facility Carried by Structure: Holly Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 805J12,  Location: 300' West of Rte 47 (Lat: 39.738919,  Lng: -75.114669),  Route carried "on" structure: County highway 624,  Year Built: 2009,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 8,662 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,394 (year 2040),  Features Intersected: MANTUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.495,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 828189,  Location: 1.5MI N OF US322/55 INT. (Lat: 39.740839,  Lng: -75.148039),  Route carried "on" structure: State highway 55,  Year Built: 1986,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 26,523 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,831 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHESTNUT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.782,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 72.6 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 82819,  Location: 1.5MI N. OF US322/55 INT. (Lat: 39.741350,  Lng: -75.148150),  Route carried "on" structure: State highway 55,  Year Built: 1986,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 24,534 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,962 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHESTNUT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.782,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 828191,  Location: 2 MI N.OF RT322/RT55 JUNC (Lat: 39.745689,  Lng: -75.143639),  Route carried "on" structure: Alternate County highway 553A,  Year Built: 1988,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 725 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 866 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.814,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 828193,  Location: 0.5 MILE S. OF COUNTY 553 (Lat: 39.751789,  Lng: -75.138439),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 6,590 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,041 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NJ ROUTE 55,  Facility Carried by Structure: TYLERS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.352,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.4m (139.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 85.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  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: 832155,  Location: AT NJ-55,EXIT-53 (Lat: 39.756700,  Lng: -75.130619),  Route carried "on" structure: County highway 553,  Year Built: 1985,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 25,810 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,493 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NJ ROUTE 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.246,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 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: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 832156,  Location: 2.05 MI SOUTH OF EXIT 56 (Lat: 39.764869,  Lng: -75.120611),  Route carried "on" structure: State highway 55,  Year Built: 1984,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 28,426 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,112 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MANTUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.420,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 71.7 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,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 832157,  Location: 2.05 MI SOUTH OF EXIT 56 (Lat: 39.766031,  Lng: -75.120789),  Route carried "on" structure: State highway 55,  Year Built: 1984,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 28,983 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,780 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MANTUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.403,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 70.8 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,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 832158,  Location: 1.8 MILES S. OF NJ 47 (Lat: 39.768919,  Lng: -75.119589),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 866 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,039 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NJ 55,  Facility Carried by Structure: SALINA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 66.2 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: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 828191,  Location: 2 MI N.OF RT322/RT55 JUNC (Lat: 39.745689,  Lng: -75.143639),  Route carried "under" structure: State highway 55,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 61,716 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 55
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 84.442,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 828193,  Location: 0.5 MILE S. OF COUNTY 553 (Lat: 39.751789,  Lng: -75.138439),  Route carried "under" structure: State highway 55,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 49,578 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ ROUTE 55,  Facility Carried by Structure: TYLERS MILL ROAD
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 85.247,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.4m (139.1ft)

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Structure Number: 832155,  Location: AT NJ-55,EXIT-53 (Lat: 39.756700,  Lng: -75.130619),  Route carried "under" structure: State highway 55,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 62,315 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ ROUTE 55
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 86.084,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 832158,  Location: 1.8 MILES S. OF NJ 47 (Lat: 39.768919,  Lng: -75.119589),  Route carried "under" structure: State highway 55,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 56,103 (year 2019),  Truck Traffic: 5%,  Features Intersected: NJ 55,  Facility Carried by Structure: SALINA ROAD
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 87.806,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)