Bridge Statistics for Brooklyn, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1812939,  Location: 1.93 MI. W. OF JCT. US-42 (Lat: 41.426019,  Lng: -81.761272),  Route carried "on" structure: County highway 200,  Year Built: 1985,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 41,999 (year 2002),  Truck Traffic: 4%,  Average Future Daily Traffic: 196,441 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: I-480,  Facility Carried by Structure: TIEDEMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.920,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  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: 1812947,  Location: 1.85 MI. W. OF JCT. US-42 (Lat: 41.426000,  Lng: -81.759750),  Route carried "on" structure: Ramp Interstate 480,  Year Built: 1985,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 10,040 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,936 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: ENTRNCE RAMP OV BIG CREE,  Facility Carried by Structure: RAMP EN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.840,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1812955,  Location: 1.85 MI. W. OF JCT. US-42 (Lat: 41.426000,  Lng: -81.759750),  Route carried "on" structure: Interstate 480,  Year Built: 1985,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 141,528 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 196,441 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.840,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 44.4m (145.7ft),  Out-to-Out Width: 45.6m (149.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  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: 1812963,  Location: 1.85 MI. W. OF JCT. US-42 (Lat: 41.426000,  Lng: -81.759750),  Route carried "on" structure: Ramp Interstate 480,  Year Built: 1985,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 8,480 (year 2000),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,770 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: EXIT RAMP OVER BIG CREEK,  Facility Carried by Structure: RAMP EX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.840,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1812971,  Location: 1.39 MI. W. OF JCT. US-42 (Lat: 41.424603,  Lng: -81.751144),  Route carried "on" structure: City street CITY,  Year Built: 1985,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 1,000 (year 2002),  Average Future Daily Traffic: 198,290 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: I-480,  Facility Carried by Structure: SOUTHWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.020,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1812998,  Location: .83 MI. W. OF JCT. US-42 (Lat: 41.422472,  Lng: -81.740553),  Route carried "on" structure: City street CITY,  Year Built: 1985,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 1,000 (year 2002),  Average Future Daily Traffic: 198,290 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: I-480,  Facility Carried by Structure: IDLEWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.020,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1813005,  Location: .51 MI. W. OF JCT. US-42 (Lat: 41.421942,  Lng: -81.734403),  Route carried "on" structure: Interstate 480,  Year Built: 1986,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 149,640 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 207,700 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: RIDGE ROAD CH 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.990,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.5m (146.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 44.5m (146.0ft),  Out-to-Out Width: 45.5m (149.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: 1830244,  Location: 3630 FT SE OF BELLAIRE RD,  Route carried "on" structure: County highway 119,  Year Built: 1928,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 29,071 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,351 (year 2025),  Design Load: HS 15,  Features Intersected: B&O RR/MEMPHIS RD #25
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 27.0 metric tons,  Inventory Rating: 19.8 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1830252,  Location: 945' EAST OF TIEDEMAN RD (Lat: 41.440000,  Lng: -81.753333),  Route carried "on" structure: County highway 119,  Year Built: 1929,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 42,365 (year 1999),  Truck Traffic: 10%,  Average Future Daily Traffic: 58,803 (year 2025),  Design Load: HS 20,  Features Intersected: CNTRMANS CRK/MEMPHIS #67
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 27.0 metric tons,  Inventory Rating: 19.8 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $182,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $207,000 ( Estimate for 2000),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1831887,  Location: 355' EAST OF TIEDEMAN RD (Lat: 41.430000,  Lng: -81.761667),  Route carried "on" structure: County highway 135,  Year Built: 1951,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 9,064 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,581 (year 2029),  Design Load: H 15,  Features Intersected: CNTRYMAN CRK/BIDDULPH #6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 29.7 metric tons,  Inventory Rating: 21.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 1831895,  Location: NO DATA,  Route carried "on" structure: County highway 135,  Year Built: 1962,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 14,895 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,674 (year 2026),  Design Load: HS 20,  Features Intersected: E BR BIG CR/BIDDULPH #22,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  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: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 34.2 metric tons,  Inventory Rating: 25.2 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1812939,  Location: 1.93 MI. W. OF JCT. US-42 (Lat: 41.426019,  Lng: -81.761272),  Route carried "under" structure: Interstate 480,  Year Built: 1985,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 141,528 (year 2004),  Truck Traffic: 10%,  Features Intersected: CR-200 (TIEDEMAN ROAD),  Facility Carried by Structure: TIEDEMAN RD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 1.871,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 1812971,  Location: 1.39 MI. W. OF JCT. US-42 (Lat: 41.424603,  Lng: -81.751144),  Route carried "under" structure: Interstate 480,  Year Built: 1985,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 142,860 (year 2004),  Truck Traffic: 9%,  Features Intersected: SOUTHWOOD DRIVE,  Facility Carried by Structure: SOUTHWOOD DRIVE
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 1.958,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 1812998,  Location: .83 MI. W. OF JCT. US-42 (Lat: 41.422472,  Lng: -81.740553),  Route carried "under" structure: Interstate 480,  Year Built: 1985,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 142,860 (year 2004),  Truck Traffic: 9%,  Features Intersected: IDLEWOOD DRIVE,  Facility Carried by Structure: IDLEWOOD DRIVE
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 2.048,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 1813005,  Location: .51 MI. W. OF JCT. US-42 (Lat: 41.421942,  Lng: -81.734403),  Route carried "under" structure: County highway 10,  Year Built: 1986,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 240,080 (year 1987),  Features Intersected: I-480 (1303),  Facility Carried by Structure: I-480
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.002,  Lanes on structure: 8,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

Structure Number: 1840126,  Location: NO DATA,  Route carried "under" structure: County highway 245,  Year Built: 1929,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 8,662 (year 1994),  Truck Traffic: 7%,  Features Intersected: CLINTON RD/CONRAIL #12R,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 11.9m (39.0ft)

Structure Number: 1840347,  Location: NO DATA,  Route carried "under" structure: County highway 119,  Year Built: 1930,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 26,109 (year 1994),  Truck Traffic: 7%,  Features Intersected: MEMPHIS/CONRAIL #34R,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 9.5m (31.2ft)

Structure Number: 1840649,  Location: NO DATA,  Route carried "under" structure: County highway 245,  Year Built: 1928,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 8,662 (year 1994),  Truck Traffic: 7%,  Features Intersected: CLINTON RD/CONRAIL #64R,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 13.1m (43.0ft)

Structure Number: 1840703,  Location: NO DATA,  Route carried "under" structure: County highway 200,  Year Built: 1988,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 26,132 (year 1992),  Truck Traffic: 3%,  Features Intersected: TIEDEMAN RD/CONRAIL #53R,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)