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

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Structure Number: 2000801802416,  Location: NORTH OF 62ND ST.BRIDGE (Lat: 40.494889,  Lng: -79.939639),  Route carried "on" structure: State highway 8,  Year Built: 1960,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 23.53m (77.20ft),  Average Daily Traffic: 12,882 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,000 (year 2025),  Design Load: H 15,  Features Intersected: RT.28,RAILROAD,LOCAL ST.,  Facility Carried by Structure: 62ND ST BR NB RAMP
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 10.636,  Lanes on structure: 1,  Lanes under structure: 20,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.93m (78.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $299,000,  Total Project Cost: $1,372,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2000801812418,  Location: JUST NORTH OF 62ND ST.BR. (Lat: 40.494806,  Lng: -79.939817),  Route carried "on" structure: Ramp State highway 8,  Year Built: 1960,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 21.28m (69.82ft),  Average Daily Traffic: 13,158 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,000 (year 2025),  Design Load: H 15,  Features Intersected: 70 PAR 72 LOCAL RR,  Facility Carried by Structure: 62ND ST BR APPR
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 10.636,  Lanes on structure: 1,  Lanes under structure: 21,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  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: 21.79m (71.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $77,000,  Roadway Improvement Cost: $226,000,  Total Project Cost: $1,037,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2002801211214,  Location: ETNA OVER LR 70-BUTLER ST (Lat: 40.492167,  Lng: -79.950414),  Route carried "on" structure: State highway 28,  Year Built: 1960,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 11.95m (39.21ft),  Average Daily Traffic: 32,174 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,000 (year 2026),  Design Load: H 15,  Features Intersected: LR 70-BUTLER ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.199,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  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: 2002801300675,  Location: ETNA BORO OVER B&O RR. (Lat: 40.493861,  Lng: -79.944125),  Route carried "on" structure: State highway 28,  Year Built: 1960,  Status: Open,  Structure Length: 12.22m (40.09ft),  Average Daily Traffic: 62,087 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 74,000 (year 2020),  Design Load: H 15,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.896,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 29 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.22m (40.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $149,000,  Roadway Improvement Cost: $439,000,  Total Project Cost: $2,012,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20028014,  Location: ETNA INTERCHANGE NB (Lat: 40.495111,  Lng: -79.940758),  Route carried "on" structure: State highway 28,  Year Built: 1960,  Status: Open,  Structure Length: 26.70m (87.60ft),  Average Daily Traffic: 24,531 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,000 (year 2025),  Design Load: H 15,  Features Intersected: RT.8 NB-SB,N.MAIN,RR SP.,  Facility Carried by Structure: ETNA BP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.419,  Lanes on structure: 1,  Lanes under structure: 24,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.70m (87.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $74,000,  Roadway Improvement Cost: $217,000,  Total Project Cost: $994,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200280141,  Location: ETNA INTERCHANGE SB (Lat: 40.495139,  Lng: -79.941347),  Route carried "on" structure: State highway 28,  Year Built: 1960,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 31.88m (104.59ft),  Average Daily Traffic: 25,895 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,000 (year 2022),  Design Load: H 15,  Features Intersected: RT 8 NB/SB, RT 8 RMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.395,  Lanes on structure: 1,  Lanes under structure: 48,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.4 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  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: 210010040108,  Location: AT ETNA INTERCHANGE (Lat: 40.496000,  Lng: -79.940578),  Route carried "on" structure: State highway ,  Year Built: 1955,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 9,736 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 75,000 (year 2022),  Design Load: H 15,  Features Intersected: PINE CREEK,  Facility Carried by Structure: BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.703,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $37,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $495,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2401700050194,  Location: 200' W of rte 8 millvale (Lat: 40.505556,  Lng: -79.950000),  Route carried "on" structure: State highway ,  Year Built: 2007,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 4,648 (year 2008),  Truck Traffic: 5%,  Design Load: H 15,  Features Intersected: Pine Creek,  Facility Carried by Structure: Grant Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 70.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  Total Project Cost: $-1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2401900041838,  Location: AT PANTONES AUTOPARTS (Lat: 40.501250,  Lng: -79.944658),  Route carried "on" structure: State highway ,  Year Built: 1927,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 14,037 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,000 (year 2025),  Design Load: H 15,  Features Intersected: PINE CREEK,  Facility Carried by Structure: BUTLER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 49.9 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $109,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2401900101001,  Location: 150' S.E. OF SR 4017 (Lat: 40.502972,  Lng: -79.948525),  Route carried "on" structure: State highway ,  Year Built: 1979,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 11,448 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,500 (year 2026),  Design Load: H 15,  Features Intersected: PINE CREEK,  Facility Carried by Structure: CRESENT AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.658,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $179,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2743000001001,  Location: 430001 GREELEY ST. BRIDGE (Lat: 40.500000,  Lng: -79.945000),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Posted for load,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 250 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 270 (year 2026),  Design Load: H 15,  Features Intersected: LITTLE PINE CREEK WEST,  Facility Carried by Structure: GREELEY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Fair,  Superstructure: Critical,  Substructure: Good,  Channel: Very good,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $43,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2743000001002,  Location: 430002 DEWEY ST BRIDGE (Lat: 40.503333,  Lng: -79.954667),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Posted for load,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 550 (year 2026),  Design Load: H 15,  Features Intersected: LITTLE PINE CREEK,  Facility Carried by Structure: DEWEY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 10.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $29,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $389,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2743000001004,  Location: 430004 HAFNER ST BRIDGE (Lat: 40.494139,  Lng: -79.941722),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 100 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 100 (year 2025),  Design Load: H 15,  Features Intersected: PINE CREEK,  Facility Carried by Structure: HAFNER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.1 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Underwater Inspection Date: July 2003,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $129,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 280420250052,  Location: N.B.OFF RP.@ SHARPSBURG (Lat: 40.493333,  Lng: -79.936667),  Route carried "on" structure: Ramp State highway ,  Year Built: 1957,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 3,059 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,300 (year 2025),  Design Load: H 15,  Features Intersected: PINE CREEK,  Facility Carried by Structure: RAMP T RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $257,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2804202600409,  Location: ETNA-28 N.B. RAMP TO RT 8 (Lat: 40.491667,  Lng: -79.941667),  Route carried "on" structure: State highway ,  Year Built: 1963,  Status: Open,  Structure Length: 16.18m (53.08ft),  Average Daily Traffic: 7,687 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,450 (year 2020),  Design Load: H 15,  Features Intersected: RAMP, BRIDGE ST.,CSX R/R,  Facility Carried by Structure: RAMP 28 NB TO 8 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 16.18m (53.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $132,000,  Roadway Improvement Cost: $389,000,  Total Project Cost: $1,782,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2804205100056,  Location: TR8-S.B.RAMP TO 28 (Lat: 40.491667,  Lng: -79.941667),  Route carried "on" structure: Ramp State highway ,  Year Built: 1963,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 17.22m (56.50ft),  Average Daily Traffic: 8,663 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,000 (year 2026),  Design Load: H 15,  Features Intersected: RAMP U,BRIDGE ST,CSX RR,  Facility Carried by Structure: RAMP-U RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 11.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $141,000,  Roadway Improvement Cost: $414,000,  Total Project Cost: $1,899,000,  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: 2000801802416,  Location: NORTH OF 62ND ST.BRIDGE (Lat: 40.494889,  Lng: -79.939639),  Route carried "under" structure: Ramp State highway ,  Year Built: 1960,  Structure Length: 23.53m (77.20ft),  Average Daily Traffic: 61 (year 2008),  Truck Traffic: 7%,  Features Intersected: RT.28,RAILROAD,LOCAL ST.,  Facility Carried by Structure: 62ND ST BR NB RAMP
Minimum Vertical Clearance: 8.05m (26.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 2000801802416,  Location: NORTH OF 62ND ST.BRIDGE (Lat: 40.494889,  Lng: -79.939639),  Route carried "under" structure: Ramp State highway ,  Year Built: 1960,  Structure Length: 23.53m (77.20ft),  Average Daily Traffic: 61 (year 2008),  Truck Traffic: 7%,  Features Intersected: RT.28,RAILROAD,LOCAL ST.,  Facility Carried by Structure: 62ND ST BR NB RAMP
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 2000801802416,  Location: NORTH OF 62ND ST.BRIDGE (Lat: 40.494889,  Lng: -79.939639),  Route carried "under" structure: State highway ,  Year Built: 1960,  Structure Length: 23.53m (77.20ft),  Average Daily Traffic: 8,854 (year 2008),  Truck Traffic: 4%,  Features Intersected: RT.28,RAILROAD,LOCAL ST.,  Facility Carried by Structure: 62ND ST BR NB RAMP
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.703,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 2000801802416,  Location: NORTH OF 62ND ST.BRIDGE (Lat: 40.494889,  Lng: -79.939639),  Route carried "under" structure: Ramp State highway ,  Year Built: 1960,  Structure Length: 23.53m (77.20ft),  Average Daily Traffic: 7,665 (year 2008),  Truck Traffic: 3%,  Features Intersected: RT.28,RAILROAD,LOCAL ST.,  Facility Carried by Structure: 62ND ST BR NB RAMP
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 2000801812418,  Location: JUST NORTH OF 62ND ST.BR. (Lat: 40.494806,  Lng: -79.939817),  Route carried "under" structure: Ramp State highway ,  Year Built: 1960,  Structure Length: 21.28m (69.82ft),  Average Daily Traffic: 3,059 (year 2008),  Truck Traffic: 7%,  Features Intersected: 70 PAR 72 LOCAL RR,  Facility Carried by Structure: 62ND ST BR APPR
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 2000801812418,  Location: JUST NORTH OF 62ND ST.BR. (Lat: 40.494806,  Lng: -79.939817),  Route carried "under" structure: Ramp State highway 9107,  Year Built: 1960,  Structure Length: 21.28m (69.82ft),  Average Daily Traffic: 2,000 (year 1998),  Truck Traffic: 1%,  Features Intersected: 70 PAR 72 LOCAL RR,  Facility Carried by Structure: 62ND ST BR APPR
Minimum Vertical Clearance: 8.05m (26.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 2000801812418,  Location: JUST NORTH OF 62ND ST.BR. (Lat: 40.494806,  Lng: -79.939817),  Route carried "under" structure: State highway ,  Year Built: 1960,  Structure Length: 21.28m (69.82ft),  Average Daily Traffic: 9,736 (year 2007),  Truck Traffic: 2%,  Features Intersected: 70 PAR 72 LOCAL RR,  Facility Carried by Structure: 62ND ST BR APPR
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.703,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 2002801211214,  Location: ETNA OVER LR 70-BUTLER ST (Lat: 40.492167,  Lng: -79.950414),  Route carried "under" structure: State highway ,  Year Built: 1960,  Structure Length: 11.95m (39.21ft),  Average Daily Traffic: 15,776 (year 2008),  Truck Traffic: 2%,  Features Intersected: LR 70-BUTLER ST.,  Facility Carried by Structure: SR 0028 SH
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 20028014,  Location: ETNA INTERCHANGE NB (Lat: 40.495111,  Lng: -79.940758),  Route carried "under" structure: Ramp State highway ,  Year Built: 1960,  Structure Length: 26.70m (87.60ft),  Average Daily Traffic: 61 (year 2008),  Truck Traffic: 7%,  Features Intersected: RT.8 NB-SB,N.MAIN,RR SP.,  Facility Carried by Structure: ETNA BP
Minimum Vertical Clearance: 15.24m (50.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 20028014,  Location: ETNA INTERCHANGE NB (Lat: 40.495111,  Lng: -79.940758),  Route carried "under" structure: Ramp State highway 8,  Year Built: 1960,  Structure Length: 26.70m (87.60ft),  Average Daily Traffic: 12,882 (year 2007),  Truck Traffic: 5%,  Features Intersected: RT.8 NB-SB,N.MAIN,RR SP.,  Facility Carried by Structure: ETNA BP
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 10.636,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 20028014,  Location: ETNA INTERCHANGE NB (Lat: 40.495111,  Lng: -79.940758),  Route carried "under" structure: Ramp State highway 8,  Year Built: 1960,  Structure Length: 26.70m (87.60ft),  Average Daily Traffic: 13,158 (year 2007),  Truck Traffic: 5%,  Features Intersected: RT.8 NB-SB,N.MAIN,RR SP.,  Facility Carried by Structure: ETNA BP
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 10.636,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 20028014,  Location: ETNA INTERCHANGE NB (Lat: 40.495111,  Lng: -79.940758),  Route carried "under" structure: Ramp State highway ,  Year Built: 1960,  Structure Length: 26.70m (87.60ft),  Average Daily Traffic: 9,736 (year 2007),  Truck Traffic: 2%,  Features Intersected: RT.8 NB-SB,N.MAIN,RR SP.,  Facility Carried by Structure: ETNA BP
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.703,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 200280141,  Location: ETNA INTERCHANGE SB (Lat: 40.495139,  Lng: -79.941347),  Route carried "under" structure: Ramp State highway ,  Year Built: 1960,  Structure Length: 31.88m (104.59ft),  Average Daily Traffic: 61 (year 2008),  Truck Traffic: 7%,  Features Intersected: RT 8 NB/SB, RT 8 RMPS,  Facility Carried by Structure: SR 28 SB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 200280141,  Location: ETNA INTERCHANGE SB (Lat: 40.495139,  Lng: -79.941347),  Route carried "under" structure: Ramp State highway ,  Year Built: 1960,  Structure Length: 31.88m (104.59ft),  Average Daily Traffic: 7,687 (year 2008),  Truck Traffic: 3%,  Features Intersected: RT 8 NB/SB, RT 8 RMPS,  Facility Carried by Structure: SR 28 SB
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 200280141,  Location: ETNA INTERCHANGE SB (Lat: 40.495139,  Lng: -79.941347),  Route carried "under" structure: Ramp State highway ,  Year Built: 1960,  Structure Length: 31.88m (104.59ft),  Average Daily Traffic: 9,736 (year 2007),  Truck Traffic: 2%,  Features Intersected: RT 8 NB/SB, RT 8 RMPS,  Facility Carried by Structure: SR 28 SB
Minimum Vertical Clearance: 14.94m (49.02ft),  Kilometerpoint: 0.703,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 200280141,  Location: ETNA INTERCHANGE SB (Lat: 40.495139,  Lng: -79.941347),  Route carried "under" structure: Ramp State highway 8,  Year Built: 1960,  Structure Length: 31.88m (104.59ft),  Average Daily Traffic: 13,158 (year 2007),  Truck Traffic: 5%,  Features Intersected: RT 8 NB/SB, RT 8 RMPS
Minimum Vertical Clearance: 7.54m (24.74ft),  Kilometerpoint: 10.636,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 200280141,  Location: ETNA INTERCHANGE SB (Lat: 40.495139,  Lng: -79.941347),  Route carried "under" structure: Ramp State highway ,  Year Built: 1960,  Structure Length: 31.88m (104.59ft),  Average Daily Traffic: 7,665 (year 2008),  Truck Traffic: 3%,  Features Intersected: RT 8 NB/SB, RT 8 RMPS,  Facility Carried by Structure: SR 28 SB
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 200280141,  Location: ETNA INTERCHANGE SB (Lat: 40.495139,  Lng: -79.941347),  Route carried "under" structure: Ramp State highway 8,  Year Built: 1960,  Structure Length: 31.88m (104.59ft),  Average Daily Traffic: 12,882 (year 2007),  Truck Traffic: 5%,  Features Intersected: RT 8 NB/SB, RT 8 RMPS
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 10.636,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 2804202600409,  Location: ETNA-28 N.B. RAMP TO RT 8 (Lat: 40.491667,  Lng: -79.941667),  Route carried "under" structure: Ramp State highway ,  Year Built: 1963,  Structure Length: 16.18m (53.08ft),  Average Daily Traffic: 7,665 (year 2008),  Truck Traffic: 3%,  Features Intersected: RAMP, BRIDGE ST.,CSX R/R,  Facility Carried by Structure: RAMP 28 NB TO 8 NB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 2804202600409,  Location: ETNA-28 N.B. RAMP TO RT 8 (Lat: 40.491667,  Lng: -79.941667),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 16.18m (53.08ft),  Average Daily Traffic: 9,736 (year 2007),  Truck Traffic: 2%,  Features Intersected: RAMP, BRIDGE ST.,CSX R/R,  Facility Carried by Structure: RAMP 28 NB TO 8 NB
Minimum Vertical Clearance: 8.53m (27.99ft),  Kilometerpoint: 0.703,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 2804202600409,  Location: ETNA-28 N.B. RAMP TO RT 8 (Lat: 40.491667,  Lng: -79.941667),  Route carried "under" structure: Ramp State highway 8,  Year Built: 1963,  Structure Length: 16.18m (53.08ft),  Average Daily Traffic: 13,158 (year 2007),  Truck Traffic: 5%,  Features Intersected: RAMP, BRIDGE ST.,CSX R/R
Minimum Vertical Clearance: 8.53m (27.99ft),  Kilometerpoint: 10.636,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 2804205100056,  Location: TR8-S.B.RAMP TO 28 (Lat: 40.491667,  Lng: -79.941667),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 17.22m (56.50ft),  Average Daily Traffic: 9,736 (year 2007),  Truck Traffic: 2%,  Features Intersected: RAMP U,BRIDGE ST,CSX RR,  Facility Carried by Structure: RAMP-U RD
Minimum Vertical Clearance: 2.34m (7.68ft),  Kilometerpoint: 0.703,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 2804205100056,  Location: TR8-S.B.RAMP TO 28 (Lat: 40.491667,  Lng: -79.941667),  Route carried "under" structure: Ramp State highway ,  Year Built: 1963,  Structure Length: 17.22m (56.50ft),  Average Daily Traffic: 3,401 (year 2008),  Truck Traffic: 7%,  Features Intersected: RAMP U,BRIDGE ST,CSX RR,  Facility Carried by Structure: RAMP-U RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)