Bridge Statistics for Lavelle, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 95ft / 29.5mTotal length
- $2,131,000Total costs
- 19,988Total average daily traffic
- 2,014Total average daily truck traffic
- 22,002Total future (year 1985) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lavelle
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 21940-1949
- 31950-1959
- 11960-1969
- 11980-1989
- 12000-2009
- Bridge Condition - Deck
- 14.3%Very good
- 28.6%Good
- 28.6%Satisfactory
- 28.6%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 44.4%Good
- 33.3%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 11.1%Very good
- 44.4%Good
- 11.1%Satisfactory
- 11.1%Fair
- 22.2%Poor
- Bridge Condition - Channel
- 37.5%Good
- 12.5%Satisfactory
- 25.0%Fair
- 25.0%Poor
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Structure Number: 29215, Location: 1 MI S MOUNT CARMEL BORO (Lat: 40.774653, Lng: -76.406492), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 2,456 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 2,681 (year 2032), Design Load: HS 20+Mod, Features Intersected: ABAN. READING R.R.TRACKS, Facility Carried by Structure: SR 2023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.365, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29215, Location: 1 MI S MOUNT CARMEL BORO (Lat: 40.774653, Lng: -76.406492), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 2,456 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 2,681 (year 2032), Design Load: HS 20+Mod, Features Intersected: ABAN. READING R.R.TRACKS, Facility Carried by Structure: SR 2023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.365, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 30728, Location: 1 MI. S. OF LAVELLE (Lat: 40.746461, Lng: -76.386736), Route carried "on" structure: State highway 901, Year Built: 1969, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 11,978 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 12,127 (year 2032), Design Load: HS 20, Features Intersected: MAHANOY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.209, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, 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: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.90m (39.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $206,000, Total Project Cost: $944,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 30728, Location: 1 MI. S. OF LAVELLE (Lat: 40.746461, Lng: -76.386736), Route carried "on" structure: State highway 901, Year Built: 1969, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 11,978 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 12,127 (year 2032), Design Load: HS 20, Features Intersected: MAHANOY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.209, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, 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: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.90m (39.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $206,000, Total Project Cost: $944,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 30842, Location: DUTCHTOWN ROAD (Lat: 40.753636, Lng: -76.372464), Route carried "on" structure: State highway , Year Built: 1954, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 139 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 285 (year 2032), Design Load: HS 20, Features Intersected: BIG RUN CREEK, Facility Carried by Structure: SR 4026 (LR 53111)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.983, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2019, Other Special Inspection Date: October 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $39,000, Total Project Cost: $178,000, Deck Structure Type: Open Grating
Structure Number: 30842, Location: DUTCHTOWN ROAD (Lat: 40.753636, Lng: -76.372464), Route carried "on" structure: State highway , Year Built: 1954, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 139 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 285 (year 2032), Design Load: HS 20, Features Intersected: BIG RUN CREEK, Facility Carried by Structure: SR 4026 (LR 53111)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.983, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2019, Other Special Inspection Date: October 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $39,000, Total Project Cost: $178,000, Deck Structure Type: Open Grating
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Structure Number: 30845, Location: LAVELLE RD. @ GERMANVILLE (Lat: 40.770183, Lng: -76.370631), Route carried "on" structure: State highway , Year Built: 1953, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,359 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 3,436 (year 2032), Design Load: HS 20, Features Intersected: BIG RUN, Facility Carried by Structure: SR 4027(LR 53083)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 30845, Location: LAVELLE RD. @ GERMANVILLE (Lat: 40.770183, Lng: -76.370631), Route carried "on" structure: State highway , Year Built: 1953, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,359 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 3,436 (year 2032), Design Load: HS 20, Features Intersected: BIG RUN, Facility Carried by Structure: SR 4027(LR 53083)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 30865, Location: 750 FT WEST OF SR 901 7 (Lat: 40.748911, Lng: -76.388164), Route carried "on" structure: City street , Year Built: 1946, Year Reconstructed: 1955, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 50 (year 1981), Average Future Daily Traffic: 50 (year 1985), Design Load: HS 20, Features Intersected: MAHANOY CK.FLOOD PLAIN, Facility Carried by Structure: BLACK CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), 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: Fair, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $25,000, Total Project Cost: $72,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30865, Location: 750 FT WEST OF SR 901 7 (Lat: 40.748911, Lng: -76.388164), Route carried "on" structure: City street , Year Built: 1946, Year Reconstructed: 1955, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 50 (year 1981), Average Future Daily Traffic: 50 (year 1985), Design Load: HS 20, Features Intersected: MAHANOY CK.FLOOD PLAIN, Facility Carried by Structure: BLACK CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), 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: Fair, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $25,000, Total Project Cost: $72,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30866, Location: VILLAGE OF TAYLORVILLE (Lat: 40.741247, Lng: -76.390269), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 380 (year 1977), Truck Traffic: 1%, Average Future Daily Traffic: 532 (year 1997), Design Load: HS 20, Features Intersected: CRAB RUN, Facility Carried by Structure: BLACK CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30866, Location: VILLAGE OF TAYLORVILLE (Lat: 40.741247, Lng: -76.390269), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 380 (year 1977), Truck Traffic: 1%, Average Future Daily Traffic: 532 (year 1997), Design Load: HS 20, Features Intersected: CRAB RUN, Facility Carried by Structure: BLACK CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30867, Location: 1275 FT WEST OF SR 901 (Lat: 40.748850, Lng: -76.389281), Route carried "on" structure: City street , Year Built: 1924, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 100 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 100 (year 1986), Design Load: H 10, Features Intersected: MAHANOY CREEK, Facility Carried by Structure: BLACK CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Equal to present desirable criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $102,000, Total Project Cost: $468,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30867, Location: 1275 FT WEST OF SR 901 (Lat: 40.748850, Lng: -76.389281), Route carried "on" structure: City street , Year Built: 1924, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 100 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 100 (year 1986), Design Load: H 10, Features Intersected: MAHANOY CREEK, Facility Carried by Structure: BLACK CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Equal to present desirable criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $102,000, Total Project Cost: $468,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30868, Location: 2100 FT NORTH OF T390 (Lat: 40.752278, Lng: -76.397078), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 20 (year 1981), Average Future Daily Traffic: 40 (year 1985), Design Load: HS 20, Features Intersected: MAHANOY CREEK, Facility Carried by Structure: Lincoln Lane T-413
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $56,000, Total Project Cost: $258,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 30868, Location: 2100 FT NORTH OF T390 (Lat: 40.752278, Lng: -76.397078), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 20 (year 1981), Average Future Daily Traffic: 40 (year 1985), Design Load: HS 20, Features Intersected: MAHANOY CREEK, Facility Carried by Structure: Lincoln Lane T-413
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $56,000, Total Project Cost: $258,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3087, Location: NE OF TAYLORVILLE (Lat: 40.753714, Lng: -76.376994), Route carried "on" structure: Business City street , Year Built: 1925, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 50 (year 1985), Average Future Daily Traffic: 70 (year 2005), Design Load: HS 20, Features Intersected: MAHANOY CREEK, Facility Carried by Structure: BOLICH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Fair, Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $46,000, Total Project Cost: $211,000
Structure Number: 3087, Location: NE OF TAYLORVILLE (Lat: 40.753714, Lng: -76.376994), Route carried "on" structure: Business City street , Year Built: 1925, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 50 (year 1985), Average Future Daily Traffic: 70 (year 2005), Design Load: HS 20, Features Intersected: MAHANOY CREEK, Facility Carried by Structure: BOLICH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Fair, Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $46,000, Total Project Cost: $211,000
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Structure Number: 4299, Location: 1.5 MI S OF MOUNT CARMEL (Lat: 40.773203, Lng: -76.404475), Route carried "on" structure: State highway , Year Built: 2005, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 2,456 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 2,681 (year 2032), Design Load: HL 93, Features Intersected: OVER RDG,BLMT/NORTHERNRR, Facility Carried by Structure: SR 2023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4299, Location: 1.5 MI S OF MOUNT CARMEL (Lat: 40.773203, Lng: -76.404475), Route carried "on" structure: State highway , Year Built: 2005, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 2,456 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 2,681 (year 2032), Design Load: HL 93, Features Intersected: OVER RDG,BLMT/NORTHERNRR, Facility Carried by Structure: SR 2023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing