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Bridge Statistics for Norristown, Pennsylvania (PA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Norristown, PA, Pennsylvania, Pennsylvania forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 44 Total length: 443 meters (1,453ft) Total costs: $28,166,000 Total average daily traffic: 934,372 Total average daily truck traffic: 96,396 National Bridge Inventory (NBI) Registered Bridges for Norristown
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 46020201201304, Location: NORRISTWN;BRDGPRT. 28K09 (Lat: 40.108917, Lng: -75.345150), Route carried "on" structure: US 202, Year Built: 1925, Year Reconstructed: 1993, Status: Open, Structure Length: 26.37m (86.52ft), Average Daily Traffic: 28,754 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 17,574 (year 2013), Design Load: H 15, Features Intersected: SCHUYLKILL RIVER, Facility Carried by Structure: DEKALB PIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.098, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 10.3 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 46300900730728, Location: NORRISTOWN 28J08 (Lat: 40.117472, Lng: -75.347075), Route carried "on" structure: State highway , Year Built: 1977, Status: Open, Structure Length: 16.12m (52.89ft), Average Daily Traffic: 6,262 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 24,430 (year 2013), Design Load: H 15, Features Intersected: MARKLEY ST;SEPTA;CRK;RD, Facility Carried by Structure: WEST AIRY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.421, Lanes on structure: 2, Lanes under structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 16.92m (55.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $207,000, Total Project Cost: $948,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 46300900930839, Location: NEAR LR178 29A08 (Lat: 40.114250, Lng: -75.338661), Route carried "on" structure: State highway , Year Built: 1931, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 7,348 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 33,443 (year 2013), Design Load: H 15, Features Intersected: SAW MILL RUN CREEK, Facility Carried by Structure: AIRY;& MARSHALL ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.193, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft) Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 32.7 metric tons, 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 24 months, Inspection Date: November 2007 Find on map >>
Structure Number: 46301700400911, Location: NEAR NORRISTOWN 29C06 (Lat: 40.126333, Lng: -75.319181), Route carried "on" structure: State highway , Year Built: 1924, Year Reconstructed: 1966, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 14,841 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 15,261 (year 2013), Design Load: H 15, Features Intersected: BRANCH SAW MILL RUN, Facility Carried by Structure: EAST JOHNSON HWY. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.903, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 50.8 metric tons, Inventory Rating: 29.9 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2007, Underwater Inspection Date: September 2007, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $81,000, Total Project Cost: $373,000 ( Estimate for 2005), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 463020003, Location: DANNEHOWER BRIDGE 28J09 (Lat: 40.107472, Lng: -75.351419), Route carried "on" structure: State highway , Year Built: 1968, Status: Open, Structure Length: 80.56m (264.30ft), Average Daily Traffic: 11,501 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 38,797 (year 2013), Design Load: H 15, Features Intersected: SCHUYLKILL RIVER, RR@S, Facility Carried by Structure: NEW US 202 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.072, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 39 degrees, Navigation Control: Yes ( Vertical Clearance: 37.0m (121.4ft), Horizontal Clearance: 138.0m (452.8ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 11, Number Of Approach Spans: 11, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 81.80m (268.37ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2008, Underwater Inspection Date: April 2008, Bridge Improvement Cost: $803,000, Roadway Improvement Cost: $2,366,000, Total Project Cost: $10,844,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 46704607900177, Location: STERIGERE,MARKLEY 28K06 (Lat: 40.127472, Lng: -75.345194), Route carried "on" structure: City street , Year Built: 1923, Year Reconstructed: 1940, Status: Posted for load, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 3,144 (year 1976), Average Future Daily Traffic: 4,402 (year 2023), Design Load: H 15, Features Intersected: BRANCH STONY CREEK, Facility Carried by Structure: STERIGERE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), 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: 11.3m (37.1ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Critical, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: 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: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2006, Underwater Inspection Date: June 2006, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $67,000, Total Project Cost: $308,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 46727699032937, Location: SOUTH OF NORRISTOWN (Lat: 40.088333, Lng: -75.353333), Route carried "on" structure: Interstate 276, Year Built: 1954, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 55,966 (year 2001), Truck Traffic: 14%, Average Future Daily Traffic: 66,800 (year 2012), Design Load: H 15, Features Intersected: SEPTA;DB-109 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.8m (78.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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 desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $485,000, Total Project Cost: $2,224,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 46727699033023, Location: SOUTH OF NORRISTOWN (Lat: 40.096667, Lng: -75.341667), Route carried "on" structure: Interstate 276, Year Built: 1954, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 65,138 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 66,700 (year 2012), Design Load: H 15, Features Intersected: TRIB. DIAMOND RUN;DB-111 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.8m (78.1ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.9m (16.1ft) Condition: Channel: Very good, Culverts: Fair, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $68,000, Total Project Cost: $312,000 Find on map >>
Structure Number: 4672769903318, Location: SOUTHEAST OF NORRISTOWN (Lat: 40.105000, Lng: -75.315000), Route carried "on" structure: Alternate US 422, Year Built: 1954, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 200 (year 1992), Average Future Daily Traffic: 240 (year 2012), Design Load: H 15, Features Intersected: PA TURNPIKE(I-276)DB-116, Facility Carried by Structure: RIDGE PIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 20.4m (66.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 18.8m (61.7ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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 minimum criteria, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $253,000, Total Project Cost: $1,160,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 46727699033195, Location: SOUTHEAST OF NORRISTOWN (Lat: 40.106667, Lng: -75.313333), Route carried "on" structure: State highway , Year Built: 1954, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 12,979 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 12,000 (year 2012), Design Load: H 15, Features Intersected: PA TPK (I-276);DB-117, Facility Carried by Structure: LR 46104,SR 3017 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $229,000, Total Project Cost: $1,050,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 46727699033243, Location: WEST OF NORRISTOWN INTG (Lat: 40.106667, Lng: -75.303333), Route carried "on" structure: Interstate 276, Year Built: 1954, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 55,966 (year 2001), Truck Traffic: 14%, Average Future Daily Traffic: 66,700 (year 2012), Design Load: H 15, Features Intersected: T-694;DB-119 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.8m (78.1ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2004, 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 Find on map >>
Structure Number: 46727699033315, Location: NORRISTOWN INTERCHANGE (Lat: 40.101667, Lng: -75.284444), Route carried "on" structure: Ramp Interstate 276, Year Built: 1954, Year Reconstructed: 1995, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 43,330 (year 1993), Truck Traffic: 5%, Average Future Daily Traffic: 600 (year 2012), Design Load: H 15, Features Intersected: PA TURNPIKE(I-276)DB-122, Facility Carried by Structure: PA TURNPIKE RP.AB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 18.3m (60.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 87.1 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.91m (19.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $219,000, Roadway Improvement Cost: $646,000, Total Project Cost: $2,960,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 46741300100001, Location: MARKLEY STR.N.B. 28J07 (Lat: 40.118333, Lng: -75.348333), Route carried "on" structure: City street , Year Built: 1995, Status: Temporarily open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 5,000 (year 2000), Average Future Daily Traffic: 1,400 (year 2012), Design Load: HS 20, Features Intersected: STONY CREEK, Facility Carried by Structure: MARKLEY STREET(NB) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Poor, Channel: Poor, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $101,000, Total Project Cost: $464,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 46741300110001, Location: MARKLEY ST,S.B. 28J08 (Lat: 40.117972, Lng: -75.347556), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 5,000 (year 2000), Average Future Daily Traffic: 1,400 (year 2023), Design Load: H 15, Features Intersected: STONY CREEK, Facility Carried by Structure: MARKLEY STREET(SB) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 68.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $31,000, Total Project Cost: $140,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 46741303900011, Location: 1600"SE.OF TR202N 29B08 (Lat: 40.118611, Lng: -75.331833), Route carried "on" structure: City street , Year Built: 1928, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,600 (year 1980), Average Future Daily Traffic: 3,600 , Design Load: H 15, Features Intersected: SAW MILL RUN, Facility Carried by Structure: BASIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 3.3m (10.8ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Critical, Channel: Poor, 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: High priority of replacement, 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: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: November 2006, Underwater Inspection Date: October 2007, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $18,000, Total Project Cost: $82,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 46741304200001, Location: 350"W.TR202 SOUTH 28J08 (Lat: 40.117000, Lng: -75.349667), Route carried "on" structure: City street , Year Built: 1854, Year Reconstructed: 1930, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 16,826 (year 1975), Average Future Daily Traffic: 16,326 , Features Intersected: STONY CREEK, Facility Carried by Structure: MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 4.1m (13.5ft), Right: 4.2m (13.8ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 24.6m (80.7ft) Condition: Superstructure: Serious, Substructure: Poor, Channel: Poor, Operating Rating: 44.5 metric tons, Inventory Rating: 26.3 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2007, Underwater Inspection Date: September 2007, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $307,000, Total Project Cost: $1,406,000 Find on map >>
Structure Number: 46741304500002, Location: 200"SE.OF TR2025 28K08 (Lat: 40.118639, Lng: -75.346056), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 9,600 (year 1976), Average Future Daily Traffic: 13,440 (year 1996), Design Load: H 15, Features Intersected: STONY CREEK, Facility Carried by Structure: MARSHALL STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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 Find on map >>
Structure Number: 46741304500008, Location: 700 FT.SE.TR202N 29A08 (Lat: 40.115667, Lng: -75.338028), Route carried "on" structure: City street , Year Built: 1910, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,300 (year ), Average Future Daily Traffic: 4,620 , Features Intersected: SAW MILL RUN, Facility Carried by Structure: MARSHALL STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 3.3m (10.8ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 54.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $20,000, Total Project Cost: $91,000 Find on map >>
Structure Number: 46741304600005, Location: 1200"SE.OF 202N 29A09 (Lat: 40.111667, Lng: -75.338333), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 9,180 (year 1975), Average Future Daily Traffic: 12,852 (year 1995), Features Intersected: SAWMILL RUN, Facility Carried by Structure: LAFAYETTE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 76.2 metric tons, Inventory Rating: 45.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $27,000, Total Project Cost: $123,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 46741304700004, Location: 1400 FT.S.TR202N 29A09 (Lat: 40.110000, Lng: -75.338333), Route carried "on" structure: City street , Year Built: 1931, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,600 (year ), Average Future Daily Traffic: 5,040 , Features Intersected: SAWMILL RUN, Facility Carried by Structure: WASHINGTON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 72.6 metric tons, Inventory Rating: 43.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 46741304800009, Location: 900 FT.SE.TR202N 29A08 (Lat: 40.115667, Lng: -75.337222), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,000 (year 1975), Average Future Daily Traffic: 5,600 (year 1995), Features Intersected: SAWMILL RUN, Facility Carried by Structure: ARCH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 3.3m (10.8ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Superstructure: Fair, Substructure: Critical, Channel: Serious, Operating Rating: 54.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $44,000, Total Project Cost: $203,000 Find on map >>
Structure Number: 46741304900012, Location: 1600 FT SE.TR202N 29B07 (Lat: 40.120000, Lng: -75.329861), Route carried "on" structure: City street , Year Built: 1932, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,000 (year 1976), Average Future Daily Traffic: 5,600 (year 1996), Design Load: H 15, Features Intersected: SAW MILL RUN, Facility Carried by Structure: FORNANCE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, 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: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $50,000, Total Project Cost: $92,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 46741315800003, Location: 3400FT'N.SCHUYLK. 28K07 (Lat: 40.121667, Lng: -75.343333), Route carried "on" structure: US 202, Year Built: 1878, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 12,000 (year 1975), Average Future Daily Traffic: 16,800 (year 1995), Features Intersected: STONEY CREEK, Facility Carried by Structure: MARKLEY;ELM STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 6.7m (22.0ft), Right: 6.5m (21.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 37.3m (122.4ft) Condition: Superstructure: Poor, Substructure: Poor, Channel: Poor, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $505,000, Total Project Cost: $2,316,000 Find on map >>
Structure Number: 46741315900006, Location: 900FT.SE.TR202N 29A09 (Lat: 40.112389, Lng: -75.339028), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 9,758 (year 1971), Average Future Daily Traffic: 13,661 (year 1991), Features Intersected: SAW MILL RUN, Facility Carried by Structure: MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 4.6m (15.1ft), Right: 4.4m (14.4ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 23.7m (77.8ft) Condition: Superstructure: Poor, Substructure: Fair, Channel: Good, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $90,000, Total Project Cost: $413,000 Find on map >>
Structure Number: 46741316000838, Location: PA. STATE HOSP. 28K04 (Lat: 40.140000, Lng: -75.343333), Route carried "on" structure: Other road , Year Built: 1905, Status: Closed, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 25 (year 1992), Average Future Daily Traffic: 35 (year 2012), Features Intersected: SEPTA (OUT OF SERVICE), Facility Carried by Structure: PRIVATE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Approaching Roadway Width: 3.4m (11.2ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 3.7m (12.1ft) Condition: Deck: Poor, Superstructure: Imminent failure, Substructure: Serious, 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: 2.83m (9.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 1996, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $83,000, Total Project Cost: $380,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 467476990021, Location: NORRISTOWN (Lat: 40.126667, Lng: -75.285000), Route carried "on" structure: State highway 3012, Year Built: 1955, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 8,320 (year 1992), Average Future Daily Traffic: 9,645 (year 2012), Design Load: H 15, Features Intersected: PA TPK(I-476);NB-106 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 54.4 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: Meets minimum limits, 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: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $213,000, Total Project Cost: $977,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 46747699002176, Location: NORRISTOWN (Lat: 40.136667, Lng: -75.288333), Route carried "on" structure: Interstate 476, Year Built: 1955, Year Reconstructed: 2003, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 25,172 (year 2001), Truck Traffic: 16%, Average Future Daily Traffic: 36,034 (year 2012), Design Load: H 15, Features Intersected: LR 46154,SR 3001;NB-110 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.3m (69.9ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $46,000, Total Project Cost: $211,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 46747699002383, Location: NEAR CENTER SQUARE (Lat: 40.163333, Lng: -75.303333), Route carried "on" structure: Interstate 476, Year Built: 1955, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 65,329 (year 2004), Truck Traffic: 16%, Average Future Daily Traffic: 36,000 (year 2012), Design Load: H 15, Features Intersected: S.BR.STONY CREEK;NB-117 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.3m (69.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft) Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006 Find on map >>
Structure Number: 46747699002466, Location: NEAR CENTER SQUARE (Lat: 40.175000, Lng: -75.308333), Route carried "on" structure: Interstate 476, Year Built: 1955, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 25,172 (year 2001), Truck Traffic: 16%, Average Future Daily Traffic: 36,000 (year 2012), Design Load: H 15, Features Intersected: SEPTA RR;NB-119 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.3m (69.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 19.4m (63.6ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $123,000, Total Project Cost: $565,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Bituminous Find on map >>
Structure Number: 4674769900247, Location: NEAR CENTER SQUARE (Lat: 40.176667, Lng: -75.308333), Route carried "on" structure: Interstate 476, Year Built: 1955, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 65,329 (year 2004), Truck Traffic: 16%, Average Future Daily Traffic: 36,000 (year 2012), Design Load: H 15, Features Intersected: N.BR.STONY CREEK;NB-120 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.3m (69.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft) Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006 Find on map >>
Structure Number: 46793564521502, Location: LOWER FARM RD BRIDGE (Lat: 40.133333, Lng: -75.333333), Route carried "on" structure: State lands road , Status: Closed, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 10 (year 1997), Features Intersected: SEPTA RAILROAD, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 9 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 3.7m (12.1ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Critical, 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: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $58,000, Total Project Cost: $267,000 ( Estimate for 2002), Deck Structure Type: Wood or Timber Find on map >>
Structure Number: 46300900730728, Location: NORRISTOWN 28J08 (Lat: 40.117472, Lng: -75.347075), Route carried "under" structure: State highway , Year Built: 1977, Structure Length: 16.12m (52.89ft), Average Daily Traffic: 11,501 (year 2008), Truck Traffic: 4%, Features Intersected: MARKLEY ST;SEPTA;CRK;RD, Facility Carried by Structure: WEST AIRY STREET Minimum Vertical Clearance: 7.19m (23.59ft), Kilometerpoint: 1.951, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft) Find on map >>
Structure Number: 46300900730728, Location: NORRISTOWN 28J08 (Lat: 40.117472, Lng: -75.347075), Route carried "under" structure: US 202, Year Built: 1977, Structure Length: 16.12m (52.89ft), Average Daily Traffic: 15,817 (year 2008), Truck Traffic: 4%, Features Intersected: MARKLEY ST;SEPTA;CRK;RD, Facility Carried by Structure: WEST AIRY STREET Minimum Vertical Clearance: 7.19m (23.59ft), Kilometerpoint: 1.951, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft) Find on map >>
Structure Number: 46300900730728, Location: NORRISTOWN 28J08 (Lat: 40.117472, Lng: -75.347075), Route carried "under" structure: Other road , Year Built: 1977, Structure Length: 16.12m (52.89ft), Average Daily Traffic: 1 (year 2005), Features Intersected: MARKLEY ST;SEPTA;CRK;RD, Facility Carried by Structure: WEST AIRY STREET Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft) Find on map >>
Structure Number: 463020003, Location: DANNEHOWER BRIDGE 28J09 (Lat: 40.107472, Lng: -75.351419), Route carried "under" structure: State highway 23, Year Built: 1968, Structure Length: 80.56m (264.30ft), Average Daily Traffic: 8,790 (year 2007), Truck Traffic: 4%, Features Intersected: SCHUYLKILL RIVER, RR@S, Facility Carried by Structure: NEW US 202 Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 10.124, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 61.0m (200.1ft) Find on map >>
Structure Number: 463020003, Location: DANNEHOWER BRIDGE 28J09 (Lat: 40.107472, Lng: -75.351419), Route carried "under" structure: City street , Year Built: 1968, Structure Length: 80.56m (264.30ft), Average Daily Traffic: 500 (year 2006), Truck Traffic: 7%, Features Intersected: SCHUYLKILL RIVER, RR@S, Facility Carried by Structure: NEW US 202 Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 61.0m (200.1ft) Find on map >>
Structure Number: 4672769903318, Location: SOUTHEAST OF NORRISTOWN (Lat: 40.105000, Lng: -75.315000), Route carried "under" structure: Interstate 276, Year Built: 1954, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 65,138 (year 2004), Truck Traffic: 12%, Features Intersected: PA TURNPIKE(I-276)DB-116, Facility Carried by Structure: RIDGE PIKE Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 4672769903318, Location: SOUTHEAST OF NORRISTOWN (Lat: 40.105000, Lng: -75.315000), Route carried "under" structure: _, Year Built: 1954, Structure Length: 6.22m (20.41ft), Features Intersected: PA TURNPIKE(I-276)DB-116, Facility Carried by Structure: RIDGE PIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 46727699033195, Location: SOUTHEAST OF NORRISTOWN (Lat: 40.106667, Lng: -75.313333), Route carried "under" structure: Interstate 276, Year Built: 1954, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 65,138 (year 2004), Truck Traffic: 12%, Features Intersected: PA TPK (I-276);DB-117, Facility Carried by Structure: LR 46104,SR 3017 Minimum Vertical Clearance: 7.47m (24.51ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft) Find on map >>
Structure Number: 46727699033243, Location: WEST OF NORRISTOWN INTG (Lat: 40.106667, Lng: -75.303333), Route carried "under" structure: City street , Year Built: 1954, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 200 (year 1992), Features Intersected: T-694;DB-119, Facility Carried by Structure: PA TURNPIKE(I-276) Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 10.7m (35.1ft) Find on map >>
Structure Number: 46727699033315, Location: NORRISTOWN INTERCHANGE (Lat: 40.101667, Lng: -75.284444), Route carried "under" structure: Interstate 276, Year Built: 1954, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 90,561 (year 2004), Truck Traffic: 10%, Features Intersected: PA TURNPIKE(I-276)DB-122, Facility Carried by Structure: PA TURNPIKE RP.AB Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft) Find on map >>
Structure Number: 46727699033315, Location: NORRISTOWN INTERCHANGE (Lat: 40.101667, Lng: -75.284444), Route carried "under" structure: State highway 73, Year Built: 1954, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 16,281 (year 2007), Truck Traffic: 7%, Features Intersected: PA TURNPIKE(I-276)DB-122, Facility Carried by Structure: PA TURNPIKE RP.AB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.997, Lanes on structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft) Find on map >>
Structure Number: 467476990021, Location: NORRISTOWN (Lat: 40.126667, Lng: -75.285000), Route carried "under" structure: Interstate 476, Year Built: 1955, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 65,329 (year 2004), Truck Traffic: 16%, Features Intersected: PA TPK(I-476);NB-106, Facility Carried by Structure: LR 46143,SR 3012 Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft) Find on map >>
Structure Number: 46747699002176, Location: NORRISTOWN (Lat: 40.136667, Lng: -75.288333), Route carried "under" structure: State highway , Year Built: 1955, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 14,466 (year 2007), Truck Traffic: 2%, Features Intersected: LR 46154,SR 3001;NB-110, Facility Carried by Structure: PA TURNPIKE(I-476) Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 3.523, Lanes on structure: 4, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft) Discuss this city on our hugely popular Pennsylvania forum Back to: Norristown, PA, Pennsylvania, All US cities.
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