Bridge Statistics for Muncie, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11900-1909
- 11920-1929
- 71930-1939
- 31940-1949
- 51950-1959
- 171960-1969
- 591970-1979
- 61980-1989
- 101990-1999
- 32000-2009
- 82010-2019
- Reconstructed bridges - Historical Statistics
- 31970-1979
- 41980-1989
- 201990-1999
- 42000-2009
- 22010-2019
- 42020-2022
- Bridge Condition - Deck
- 1.3%Excellent
- 3.8%Very good
- 29.5%Good
- 52.6%Satisfactory
- 11.5%Fair
- 1.3%Poor
- Bridge Condition - Superstructure
- 3.8%Excellent
- 5.1%Very good
- 35.9%Good
- 42.3%Satisfactory
- 10.3%Fair
- 1.3%Poor
- 1.3%Serious
- Bridge Condition - Substructure
- 1.3%Excellent
- 2.6%Very good
- 48.7%Good
- 32.1%Satisfactory
- 10.3%Fair
- 3.8%Poor
- 1.3%Serious
- Bridge Condition - Channel
- 5.6%Very good
- 32.4%Good
- 36.6%Satisfactory
- 22.5%Fair
- 2.8%Poor
- Bridge Condition - Culverts
- 11.1%Very good
- 22.2%Good
- 44.4%Satisfactory
- 22.2%Fair
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Structure Number: 1800206, Location: 00.24 E of N BROADWAY Ave (Lat: 40.219039, Lng: -85.368936), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 14,047 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 25,490 (year 2038), Design Load: HS 20, Features Intersected: MUNCIE CREEK, Facility Carried by Structure: MCGALLIARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1800206, Location: 00.24 E of N BROADWAY Ave (Lat: 40.219039, Lng: -85.368936), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 14,047 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 25,490 (year 2038), Design Load: HS 20, Features Intersected: MUNCIE CREEK, Facility Carried by Structure: MCGALLIARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1800209, Location: 00.34 S of SR 28 (Lat: 40.272619, Lng: -85.433608), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 2,124 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 3,850 (year 2038), Design Load: HS 20, Features Intersected: KILLBUCK CREEK, Facility Carried by Structure: WHEELING AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1800209, Location: 00.34 S of SR 28 (Lat: 40.272619, Lng: -85.433608), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 2,124 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 3,850 (year 2038), Design Load: HS 20, Features Intersected: KILLBUCK CREEK, Facility Carried by Structure: WHEELING AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1800211, Location: 00.07 N of N PINERIDGE CT (Lat: 40.195569, Lng: -85.449311), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 78 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: YORK PRAIRIE CREEK, Facility Carried by Structure: PINERIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1800211, Location: 00.07 N of N PINERIDGE CT (Lat: 40.195569, Lng: -85.449311), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 78 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: YORK PRAIRIE CREEK, Facility Carried by Structure: PINERIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1800213, Location: 00.20 NW of SR 28 (Lat: 40.279919, Lng: -85.437997), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 607 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,110 (year 2038), Design Load: HS 20, Features Intersected: KILLBUCK CREEK, Facility Carried by Structure: WHEELING AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $107,000, Roadway Improvement Cost: $190,000, Total Project Cost: $360,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1800213, Location: 00.20 NW of SR 28 (Lat: 40.279919, Lng: -85.437997), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 607 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,110 (year 2038), Design Load: HS 20, Features Intersected: KILLBUCK CREEK, Facility Carried by Structure: WHEELING AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $107,000, Roadway Improvement Cost: $190,000, Total Project Cost: $360,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1800216, Location: 00.04 E WHITE RIVER BLVD (Lat: 40.192981, Lng: -85.399231), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 11,900 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 21,600 (year 2038), Design Load: HL 93, Features Intersected: WHITE RIVER, TRAIL, Facility Carried by Structure: JACKSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 85.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1800216, Location: 00.04 E WHITE RIVER BLVD (Lat: 40.192981, Lng: -85.399231), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 11,900 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 21,600 (year 2038), Design Load: HL 93, Features Intersected: WHITE RIVER, TRAIL, Facility Carried by Structure: JACKSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 85.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1800218, Location: 00.25 W MLK JR BLVD (Lat: 40.204350, Lng: -85.378461), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 2,730 (year 2038), Design Load: HS 20, Features Intersected: MUNCIE CREEK, Facility Carried by Structure: HIGHLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: October 2020
Structure Number: 1800218, Location: 00.25 W MLK JR BLVD (Lat: 40.204350, Lng: -85.378461), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 2,730 (year 2038), Design Load: HS 20, Features Intersected: MUNCIE CREEK, Facility Carried by Structure: HIGHLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: October 2020
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Structure Number: 18005, Location: 00.00 CR 300 W (Lat: 40.200000, Lng: -85.442781), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 7,520 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 13,650 (year 2038), Design Load: HL 93, Features Intersected: YORK PRAIRIE CREEK, Facility Carried by Structure: JACKSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 41.1m (134.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 18005, Location: 00.00 CR 300 W (Lat: 40.200000, Lng: -85.442781), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 7,520 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 13,650 (year 2038), Design Load: HL 93, Features Intersected: YORK PRAIRIE CREEK, Facility Carried by Structure: JACKSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 41.1m (134.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 1800601, Location: 00.21 SE of N ELM St (Lat: 40.201039, Lng: -85.379739), Route carried "on" structure: City street , Year Built: 2010, Status: Posted for load-capacity, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 750 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,360 (year 2038), Design Load: HS 20, Features Intersected: MUNCIE CREEK, Facility Carried by Structure: McCULLOCH BLVD
Minimum Vertical Clearance: 2.84m (9.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 0.0m, Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1800601, Location: 00.21 SE of N ELM St (Lat: 40.201039, Lng: -85.379739), Route carried "on" structure: City street , Year Built: 2010, Status: Posted for load-capacity, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 750 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,360 (year 2038), Design Load: HS 20, Features Intersected: MUNCIE CREEK, Facility Carried by Structure: McCULLOCH BLVD
Minimum Vertical Clearance: 2.84m (9.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 0.0m, Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1800605, Location: 00.06 S. WHITE RIVER BLVD (Lat: 40.184989, Lng: -85.419061), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 9.98m (32.74ft), Average Daily Traffic: 14,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 24,750 (year 2038), Design Load: HL 93, Features Intersected: WHITE RIVER, TRAIL, Facility Carried by Structure: TILLOTSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1800605, Location: 00.06 S. WHITE RIVER BLVD (Lat: 40.184989, Lng: -85.419061), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 9.98m (32.74ft), Average Daily Traffic: 14,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 24,750 (year 2038), Design Load: HL 93, Features Intersected: WHITE RIVER, TRAIL, Facility Carried by Structure: TILLOTSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1800611, Location: 0.22 E. US-35 (Lat: 40.149139, Lng: -85.343781), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 954 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 1,570 (year 2039), Features Intersected: UNT WHITE RIVER, Facility Carried by Structure: E CR 300 SOUTH
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), Skew: 3 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 69.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 1800611, Location: 0.22 E. US-35 (Lat: 40.149139, Lng: -85.343781), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 954 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 1,570 (year 2039), Features Intersected: UNT WHITE RIVER, Facility Carried by Structure: E CR 300 SOUTH
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), Skew: 3 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 69.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 96, Location: 01.29 N SR 67 (Lat: 40.160269, Lng: -85.353239), Route carried "under" structure: US 35, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,360 (year 2006), Truck Traffic: 13%, Features Intersected: US 35 NB, Facility Carried by Structure: SR 3 NB
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 12.794, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.6m (67.6ft)
Structure Number: 96, Location: 01.29 N SR 67 (Lat: 40.160269, Lng: -85.353239), Route carried "under" structure: US 35, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,360 (year 2006), Truck Traffic: 13%, Features Intersected: US 35 NB, Facility Carried by Structure: SR 3 NB
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 12.794, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.6m (67.6ft)
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Structure Number: 96, Location: 01.29 N SR 67 (Lat: 40.160269, Lng: -85.353239), Route carried "under" structure: US 35, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,360 (year 2006), Truck Traffic: 13%, Features Intersected: US 35 SB, Facility Carried by Structure: SR 3 NB
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 12.794, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.6m (67.6ft)
Structure Number: 96, Location: 01.29 N SR 67 (Lat: 40.160269, Lng: -85.353239), Route carried "under" structure: US 35, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,360 (year 2006), Truck Traffic: 13%, Features Intersected: US 35 SB, Facility Carried by Structure: SR 3 NB
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 12.794, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.6m (67.6ft)
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Structure Number: 97, Location: 01.29 N SR 67 (Lat: 40.160261, Lng: -85.353500), Route carried "under" structure: US 35, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,360 (year 2006), Truck Traffic: 13%, Features Intersected: US 35 NB, Facility Carried by Structure: SR 3 SB
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 12.762, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.6m (67.6ft)
Structure Number: 97, Location: 01.29 N SR 67 (Lat: 40.160261, Lng: -85.353500), Route carried "under" structure: US 35, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,360 (year 2006), Truck Traffic: 13%, Features Intersected: US 35 NB, Facility Carried by Structure: SR 3 SB
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 12.762, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.6m (67.6ft)
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Structure Number: 97, Location: 01.29 N SR 67 (Lat: 40.160261, Lng: -85.353500), Route carried "under" structure: US 35, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,360 (year 2006), Truck Traffic: 13%, Features Intersected: US 35 SB, Facility Carried by Structure: SR 3 SB
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 12.762, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.6m (67.6ft)
Structure Number: 97, Location: 01.29 N SR 67 (Lat: 40.160261, Lng: -85.353500), Route carried "under" structure: US 35, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,360 (year 2006), Truck Traffic: 13%, Features Intersected: US 35 SB, Facility Carried by Structure: SR 3 SB
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 12.762, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.6m (67.6ft)
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Structure Number: 1, Location: 00.85 N SR 3 (Lat: 40.170111, Lng: -85.344719), Route carried "under" structure: US 35, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,010 (year 2016), Truck Traffic: 6%, Features Intersected: US 35 NB, Facility Carried by Structure: BURLINGTON ROAD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 14.162, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 1, Location: 00.85 N SR 3 (Lat: 40.170111, Lng: -85.344719), Route carried "under" structure: US 35, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,010 (year 2016), Truck Traffic: 6%, Features Intersected: US 35 NB, Facility Carried by Structure: BURLINGTON ROAD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 14.162, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 1, Location: 00.85 N SR 3 (Lat: 40.170111, Lng: -85.344719), Route carried "under" structure: US 35, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,010 (year 2016), Truck Traffic: 6%, Features Intersected: US 35 SB, Facility Carried by Structure: BURLINGTON ROAD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 14.162, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 1, Location: 00.85 N SR 3 (Lat: 40.170111, Lng: -85.344719), Route carried "under" structure: US 35, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,010 (year 2016), Truck Traffic: 6%, Features Intersected: US 35 SB, Facility Carried by Structure: BURLINGTON ROAD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 14.162, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 103, Location: 03.20 N US35/29th Street (Lat: 40.178461, Lng: -85.336350), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,310 (year 2004), Truck Traffic: 1%, Features Intersected: MEMORIAL DR/E 12TH EB, Facility Carried by Structure: US 35 NB
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 103, Location: 03.20 N US35/29th Street (Lat: 40.178461, Lng: -85.336350), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,310 (year 2004), Truck Traffic: 1%, Features Intersected: MEMORIAL DR/E 12TH EB, Facility Carried by Structure: US 35 NB
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
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Structure Number: 103, Location: 03.20 N US35/29th Street (Lat: 40.178461, Lng: -85.336350), Route carried "under" structure: US , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,310 (year 2004), Truck Traffic: 1%, Features Intersected: MEMORIAL DR/E 12TH WB, Facility Carried by Structure: US 35 NB
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 103, Location: 03.20 N US35/29th Street (Lat: 40.178461, Lng: -85.336350), Route carried "under" structure: US , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,310 (year 2004), Truck Traffic: 1%, Features Intersected: MEMORIAL DR/E 12TH WB, Facility Carried by Structure: US 35 NB
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
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Structure Number: 104, Location: 03.20 N US35/29th Street (Lat: 40.178489, Lng: -85.336700), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,310 (year 2004), Truck Traffic: 1%, Features Intersected: MEMORIAL DR (E. 12TH) WB, Facility Carried by Structure: US 35 SB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 104, Location: 03.20 N US35/29th Street (Lat: 40.178489, Lng: -85.336700), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,310 (year 2004), Truck Traffic: 1%, Features Intersected: MEMORIAL DR (E. 12TH) WB, Facility Carried by Structure: US 35 SB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
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Structure Number: 104, Location: 03.20 N US35/29th Street (Lat: 40.178489, Lng: -85.336700), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,310 (year 2004), Truck Traffic: 1%, Features Intersected: MEMORIAL DR (E. 12TH) EB, Facility Carried by Structure: US 35 SB
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 104, Location: 03.20 N US35/29th Street (Lat: 40.178489, Lng: -85.336700), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,310 (year 2004), Truck Traffic: 1%, Features Intersected: MEMORIAL DR (E. 12TH) EB, Facility Carried by Structure: US 35 SB
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
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Structure Number: 109, Location: 03.51 S SR 67 (Lat: 40.192889, Lng: -85.336100), Route carried "under" structure: State highway 32, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 8,530 (year 2006), Truck Traffic: 2%, Features Intersected: SR 32 EB, Facility Carried by Structure: US 35 NB
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 24.301, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.7m (74.5ft)
Structure Number: 109, Location: 03.51 S SR 67 (Lat: 40.192889, Lng: -85.336100), Route carried "under" structure: State highway 32, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 8,530 (year 2006), Truck Traffic: 2%, Features Intersected: SR 32 EB, Facility Carried by Structure: US 35 NB
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 24.301, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.7m (74.5ft)
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Structure Number: 109, Location: 03.51 S SR 67 (Lat: 40.192889, Lng: -85.336100), Route carried "under" structure: State highway 32, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 8,530 (year 2006), Truck Traffic: 2%, Features Intersected: SR 32 WB, Facility Carried by Structure: US 35 NB
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 24.301, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.7m (74.5ft)
Structure Number: 109, Location: 03.51 S SR 67 (Lat: 40.192889, Lng: -85.336100), Route carried "under" structure: State highway 32, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 8,530 (year 2006), Truck Traffic: 2%, Features Intersected: SR 32 WB, Facility Carried by Structure: US 35 NB
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 24.301, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.7m (74.5ft)
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Structure Number: 11, Location: 03.51 S SR 67 (Lat: 40.192911, Lng: -85.336419), Route carried "under" structure: State highway 32, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 8,530 (year 2006), Truck Traffic: 2%, Features Intersected: SR 32 EB, Facility Carried by Structure: US 35 SB
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 24.333, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.7m (74.5ft)
Structure Number: 11, Location: 03.51 S SR 67 (Lat: 40.192911, Lng: -85.336419), Route carried "under" structure: State highway 32, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 8,530 (year 2006), Truck Traffic: 2%, Features Intersected: SR 32 EB, Facility Carried by Structure: US 35 SB
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 24.333, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.7m (74.5ft)
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Structure Number: 11, Location: 03.51 S SR 67 (Lat: 40.192911, Lng: -85.336419), Route carried "under" structure: State highway 32, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 8,530 (year 2006), Truck Traffic: 2%, Features Intersected: SR 32 WB, Facility Carried by Structure: US 35 SB
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 24.333, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.7m (74.5ft)
Structure Number: 11, Location: 03.51 S SR 67 (Lat: 40.192911, Lng: -85.336419), Route carried "under" structure: State highway 32, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 8,530 (year 2006), Truck Traffic: 2%, Features Intersected: SR 32 WB, Facility Carried by Structure: US 35 SB
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 24.333, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.7m (74.5ft)
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Structure Number: 115, Location: 02.89 S SR 3 (Lat: 40.239200, Lng: -85.356669), Route carried "under" structure: State highway , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 6,185 (year 2006), Truck Traffic: 7%, Features Intersected: SR 67/BROADWAY SB, Facility Carried by Structure: US 35/SR 3 NB
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 34.199, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 115, Location: 02.89 S SR 3 (Lat: 40.239200, Lng: -85.356669), Route carried "under" structure: State highway , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 6,185 (year 2006), Truck Traffic: 7%, Features Intersected: SR 67/BROADWAY SB, Facility Carried by Structure: US 35/SR 3 NB
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 34.199, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 115, Location: 02.89 S SR 3 (Lat: 40.239200, Lng: -85.356669), Route carried "under" structure: State highway 67, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 6,185 (year 2006), Truck Traffic: 7%, Features Intersected: SR 67/BROADWAY NB, Facility Carried by Structure: US 35/SR 3 NB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 34.199, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 115, Location: 02.89 S SR 3 (Lat: 40.239200, Lng: -85.356669), Route carried "under" structure: State highway 67, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 6,185 (year 2006), Truck Traffic: 7%, Features Intersected: SR 67/BROADWAY NB, Facility Carried by Structure: US 35/SR 3 NB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 34.199, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 116, Location: 02.89 S SR 3 (Lat: 40.239011, Lng: -85.356839), Route carried "under" structure: State highway 67, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 6,185 (year 2006), Truck Traffic: 7%, Features Intersected: SR 67/BROADWAY NB, Facility Carried by Structure: US 35/SR 3 SB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 34.215, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 116, Location: 02.89 S SR 3 (Lat: 40.239011, Lng: -85.356839), Route carried "under" structure: State highway 67, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 6,185 (year 2006), Truck Traffic: 7%, Features Intersected: SR 67/BROADWAY NB, Facility Carried by Structure: US 35/SR 3 SB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 34.215, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 116, Location: 02.89 S SR 3 (Lat: 40.239011, Lng: -85.356839), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 6,185 (year 2006), Truck Traffic: 7%, Features Intersected: SR 67/BROADWAY SB, Facility Carried by Structure: US 35/SR 3 SB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 34.215, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 116, Location: 02.89 S SR 3 (Lat: 40.239011, Lng: -85.356839), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 6,185 (year 2006), Truck Traffic: 7%, Features Intersected: SR 67/BROADWAY SB, Facility Carried by Structure: US 35/SR 3 SB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 34.215, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 117, Location: 00.63 N SR 67 (Lat: 40.244531, Lng: -85.366111), Route carried "under" structure: Ramp County highway , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,819 (year 2004), Truck Traffic: 1%, Features Intersected: OLD SR 3 NB RAMP, Facility Carried by Structure: US 35 NB
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 23.641, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.7m (84.3ft)
Structure Number: 117, Location: 00.63 N SR 67 (Lat: 40.244531, Lng: -85.366111), Route carried "under" structure: Ramp County highway , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,819 (year 2004), Truck Traffic: 1%, Features Intersected: OLD SR 3 NB RAMP, Facility Carried by Structure: US 35 NB
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 23.641, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.7m (84.3ft)
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Structure Number: 118, Location: 00.63 N SR 67 (Lat: 40.244181, Lng: -85.366111), Route carried "under" structure: Ramp County highway , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,819 (year 2004), Truck Traffic: 1%, Features Intersected: OLD SR 3 NB RAMP, Facility Carried by Structure: US 35 SB
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 23.641, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.7m (84.3ft)
Structure Number: 118, Location: 00.63 N SR 67 (Lat: 40.244181, Lng: -85.366111), Route carried "under" structure: Ramp County highway , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,819 (year 2004), Truck Traffic: 1%, Features Intersected: OLD SR 3 NB RAMP, Facility Carried by Structure: US 35 SB
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 23.641, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.7m (84.3ft)
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Structure Number: 10755, Location: 04.90 W SR 3 (Lat: 40.181761, Lng: -85.424289), Route carried "under" structure: State highway 32, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 9,570 (year 2010), Truck Traffic: 3%, Features Intersected: SR 32, Facility Carried by Structure: TILLOTSON AVENUE
Minimum Vertical Clearance: 7.72m (25.33ft), Kilometerpoint: 16.415, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 10755, Location: 04.90 W SR 3 (Lat: 40.181761, Lng: -85.424289), Route carried "under" structure: State highway 32, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 9,570 (year 2010), Truck Traffic: 3%, Features Intersected: SR 32, Facility Carried by Structure: TILLOTSON AVENUE
Minimum Vertical Clearance: 7.72m (25.33ft), Kilometerpoint: 16.415, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
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Structure Number: 10755, Location: 04.90 W SR 3 (Lat: 40.181761, Lng: -85.424289), Route carried "under" structure: City street , Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2010), Truck Traffic: 1%, Features Intersected: WEST 8TH STREET, Facility Carried by Structure: TILLOTSON AVENUE
Minimum Vertical Clearance: 7.57m (24.84ft), Kilometerpoint: 16.415, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 10755, Location: 04.90 W SR 3 (Lat: 40.181761, Lng: -85.424289), Route carried "under" structure: City street , Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2010), Truck Traffic: 1%, Features Intersected: WEST 8TH STREET, Facility Carried by Structure: TILLOTSON AVENUE
Minimum Vertical Clearance: 7.57m (24.84ft), Kilometerpoint: 16.415, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
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Structure Number: 1076, Location: 01.56 W SR 3 (Lat: 40.192881, Lng: -85.365781), Route carried "under" structure: State highway 32, Year Built: 1928, Structure Length: 0. m, Average Daily Traffic: 14,237 (year 2004), Truck Traffic: 2%, Features Intersected: SR 32, Facility Carried by Structure: N&S RR
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 21.791, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 1076, Location: 01.56 W SR 3 (Lat: 40.192881, Lng: -85.365781), Route carried "under" structure: State highway 32, Year Built: 1928, Structure Length: 0. m, Average Daily Traffic: 14,237 (year 2004), Truck Traffic: 2%, Features Intersected: SR 32, Facility Carried by Structure: N&S RR
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 21.791, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 22.6m (74.1ft)
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Structure Number: 242, Location: 03.50 S SR 3 (Lat: 40.142019, Lng: -85.431789), Route carried "under" structure: State highway 67, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 4,570 (year 2006), Truck Traffic: 8%, Features Intersected: SR 67 NB
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 16.625, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.6m (90.6ft)
Structure Number: 242, Location: 03.50 S SR 3 (Lat: 40.142019, Lng: -85.431789), Route carried "under" structure: State highway 67, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 4,570 (year 2006), Truck Traffic: 8%, Features Intersected: SR 67 NB
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 16.625, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.6m (90.6ft)
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Structure Number: 242, Location: 03.50 S SR 3 (Lat: 40.142019, Lng: -85.431789), Route carried "under" structure: State highway 67, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 4,570 (year 2006), Truck Traffic: 8%, Features Intersected: SR 67 SB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 16.625, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.6m (90.6ft)
Structure Number: 242, Location: 03.50 S SR 3 (Lat: 40.142019, Lng: -85.431789), Route carried "under" structure: State highway 67, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 4,570 (year 2006), Truck Traffic: 8%, Features Intersected: SR 67 SB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 16.625, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.6m (90.6ft)
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Structure Number: 2421, Location: 00.65 S SR 3 (Lat: 40.142539, Lng: -85.378069), Route carried "under" structure: State highway 67, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 4,590 (year 2006), Truck Traffic: 14%, Features Intersected: SR 67 NBL, Facility Carried by Structure: OLD SR 3/WALNUT ST
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 21.211, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 2421, Location: 00.65 S SR 3 (Lat: 40.142539, Lng: -85.378069), Route carried "under" structure: State highway 67, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 4,590 (year 2006), Truck Traffic: 14%, Features Intersected: SR 67 NBL, Facility Carried by Structure: OLD SR 3/WALNUT ST
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 21.211, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 2421, Location: 00.65 S SR 3 (Lat: 40.142539, Lng: -85.378069), Route carried "under" structure: State highway 67, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 4,590 (year 2006), Truck Traffic: 14%, Features Intersected: SR 67 SBL, Facility Carried by Structure: OLD SR 3/WALNUT ST
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 21.211, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 2421, Location: 00.65 S SR 3 (Lat: 40.142539, Lng: -85.378069), Route carried "under" structure: State highway 67, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 4,590 (year 2006), Truck Traffic: 14%, Features Intersected: SR 67 SBL, Facility Carried by Structure: OLD SR 3/WALNUT ST
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 21.211, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 2424, Location: 01.30 S US-35 (Lat: 40.146561, Lng: -85.367231), Route carried "under" structure: State highway 3, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,775 (year 2006), Truck Traffic: 10%, Features Intersected: SR-3 (SR-3X) NBL, Facility Carried by Structure: SR 67 NB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 7.870, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.7m (71.2ft)
Structure Number: 2424, Location: 01.30 S US-35 (Lat: 40.146561, Lng: -85.367231), Route carried "under" structure: State highway 3, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,775 (year 2006), Truck Traffic: 10%, Features Intersected: SR-3 (SR-3X) NBL, Facility Carried by Structure: SR 67 NB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 7.870, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.7m (71.2ft)
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Structure Number: 2424, Location: 01.30 S US-35 (Lat: 40.146561, Lng: -85.367231), Route carried "under" structure: State highway 3, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,775 (year 2006), Truck Traffic: 10%, Features Intersected: SR-3 (SR-3X) SBL, Facility Carried by Structure: SR 67 NB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 7.870, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.7m (71.2ft)
Structure Number: 2424, Location: 01.30 S US-35 (Lat: 40.146561, Lng: -85.367231), Route carried "under" structure: State highway 3, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,775 (year 2006), Truck Traffic: 10%, Features Intersected: SR-3 (SR-3X) SBL, Facility Carried by Structure: SR 67 NB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 7.870, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.7m (71.2ft)
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Structure Number: 2425, Location: 01.30 S US-35 (Lat: 40.146811, Lng: -85.367239), Route carried "under" structure: State highway 3, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,775 (year 2006), Truck Traffic: 10%, Features Intersected: SR-3 (SR-3X) NBL, Facility Carried by Structure: SR 67 SB
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 7.886, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.7m (71.2ft)
Structure Number: 2425, Location: 01.30 S US-35 (Lat: 40.146811, Lng: -85.367239), Route carried "under" structure: State highway 3, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,775 (year 2006), Truck Traffic: 10%, Features Intersected: SR-3 (SR-3X) NBL, Facility Carried by Structure: SR 67 SB
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 7.886, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.7m (71.2ft)
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Structure Number: 2425, Location: 01.30 S US-35 (Lat: 40.146811, Lng: -85.367239), Route carried "under" structure: State highway 3, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,775 (year 2006), Truck Traffic: 10%, Features Intersected: SR-3 (SR-3X) SBL, Facility Carried by Structure: SR 67 SB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 7.886, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.7m (71.2ft)
Structure Number: 2425, Location: 01.30 S US-35 (Lat: 40.146811, Lng: -85.367239), Route carried "under" structure: State highway 3, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,775 (year 2006), Truck Traffic: 10%, Features Intersected: SR-3 (SR-3X) SBL, Facility Carried by Structure: SR 67 SB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 7.886, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.7m (71.2ft)
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Structure Number: 3942, Location: 03.96 S SR 28 (Lat: 40.218939, Lng: -85.560469), Route carried "under" structure: Interstate 69, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 17,685 (year 2009), Truck Traffic: 34%, Features Intersected: I-69 NBL, Facility Carried by Structure: SR 332
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 65.581, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
Structure Number: 3942, Location: 03.96 S SR 28 (Lat: 40.218939, Lng: -85.560469), Route carried "under" structure: Interstate 69, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 17,685 (year 2009), Truck Traffic: 34%, Features Intersected: I-69 NBL, Facility Carried by Structure: SR 332
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 65.581, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
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Structure Number: 3942, Location: 03.96 S SR 28 (Lat: 40.218939, Lng: -85.560469), Route carried "under" structure: Interstate 69, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 17,685 (year 2009), Truck Traffic: 34%, Features Intersected: I-69 SBL, Facility Carried by Structure: SR 332
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 65.581, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
Structure Number: 3942, Location: 03.96 S SR 28 (Lat: 40.218939, Lng: -85.560469), Route carried "under" structure: Interstate 69, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 17,685 (year 2009), Truck Traffic: 34%, Features Intersected: I-69 SBL, Facility Carried by Structure: SR 332
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 65.581, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)