Bridge Statistics for Clarks Hill, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 72ft / 22.4mTotal length
- 79,871Total average daily traffic
- 31,573Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Clarks Hill
- No street view available for this location
- New bridges - historical statistics
- 61960-1969
- 21970-1979
- 11990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 60.0%Good
- 40.0%Satisfactory
- Bridge Condition - Superstructure
- 40.0%Very good
- 60.0%Good
- Bridge Condition - Substructure
- 20.0%Very good
- 60.0%Good
- 20.0%Satisfactory
- Bridge Condition - Channel
- 75.0%Very good
- 25.0%Good
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Structure Number: 3747, Location: 01.41 N SR 28 (Lat: 40.274761, Lng: -86.675661), Route carried "on" structure: Alternate County highway , Year Built: 1968, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 529 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 4,025 (year 2031), Design Load: HS 20, Features Intersected: I-65 NBL and I-65 SBL, Facility Carried by Structure: CR 900 W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 3747, Location: 01.41 N SR 28 (Lat: 40.274761, Lng: -86.675661), Route carried "on" structure: Alternate County highway , Year Built: 1968, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 529 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 4,025 (year 2031), Design Load: HS 20, Features Intersected: I-65 NBL and I-65 SBL, Facility Carried by Structure: CR 900 W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 3748, Location: 02.60 N SR 28 (Lat: 40.283400, Lng: -86.695211), Route carried "on" structure: Alternate County highway , Year Built: 1968, Year Reconstructed: 2018, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 120 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 146 (year 2037), Design Load: HS 20, Features Intersected: I-65 NB/SB, Facility Carried by Structure: CR 1000 W/CO LN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3748, Location: 02.60 N SR 28 (Lat: 40.283400, Lng: -86.695211), Route carried "on" structure: Alternate County highway , Year Built: 1968, Year Reconstructed: 2018, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 120 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 146 (year 2037), Design Load: HS 20, Features Intersected: I-65 NB/SB, Facility Carried by Structure: CR 1000 W/CO LN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, 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: 7900001, Location: 00.33 N of CR 1075 S (Lat: 40.266939, Lng: -86.695261), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 228 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 346 (year 2038), Design Load: HS 20, Features Intersected: LAURAMIE CREEK, Facility Carried by Structure: E COUNTY LINE RD
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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Very 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 7900001, Location: 00.33 N of CR 1075 S (Lat: 40.266939, Lng: -86.695261), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 228 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 346 (year 2038), Design Load: HS 20, Features Intersected: LAURAMIE CREEK, Facility Carried by Structure: E COUNTY LINE RD
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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Very 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 7900002, Location: 00.31 W of CR 1000 E (Lat: 40.214469, Lng: -86.720389), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 2.39m (7.84ft), Average Daily Traffic: 38 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 87 (year 2038), Design Load: HS 20, Features Intersected: MCLAUGHLIN DITCH, Facility Carried by Structure: S COUNTY LINE 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), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7900002, Location: 00.31 W of CR 1000 E (Lat: 40.214469, Lng: -86.720389), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 2.39m (7.84ft), Average Daily Traffic: 38 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 87 (year 2038), Design Load: HS 20, Features Intersected: MCLAUGHLIN DITCH, Facility Carried by Structure: S COUNTY LINE 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), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, 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: 7900004, Location: 00.25 N of S County Line (Lat: 40.218089, Lng: -86.714650), Route carried "on" structure: County highway 1000, Year Built: 1974, Year Reconstructed: 2004, Status: Open, Structure Length: 2.02m (6.63ft), Average Daily Traffic: 73 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 106 (year 2038), Design Load: HS 20, Features Intersected: MCLAUGHLIN DITCH
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), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7900004, Location: 00.25 N of S County Line (Lat: 40.218089, Lng: -86.714650), Route carried "on" structure: County highway 1000, Year Built: 1974, Year Reconstructed: 2004, Status: Open, Structure Length: 2.02m (6.63ft), Average Daily Traffic: 73 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 106 (year 2038), Design Load: HS 20, Features Intersected: MCLAUGHLIN DITCH
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), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7900134, Location: 00.16 W of CR 1000 E (Lat: 40.272719, Lng: -86.717469), Route carried "on" structure: County highway 1000, Year Built: 1972, Year Reconstructed: 2003, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 203 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 296 (year 2038), Features Intersected: LAURAMIE CREEK
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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.1m (46.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7900134, Location: 00.16 W of CR 1000 E (Lat: 40.272719, Lng: -86.717469), Route carried "on" structure: County highway 1000, Year Built: 1972, Year Reconstructed: 2003, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 203 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 296 (year 2038), Features Intersected: LAURAMIE CREEK
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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.1m (46.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3747, Location: 01.41 N SR 28 (Lat: 40.274761, Lng: -86.675667), Route carried "under" structure: Interstate 65, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 19,670 (year 2010), Truck Traffic: 40%, Features Intersected: I-65 SBL, Facility Carried by Structure: CR 900 W
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 255.837, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft)
Structure Number: 3747, Location: 01.41 N SR 28 (Lat: 40.274761, Lng: -86.675667), Route carried "under" structure: Interstate 65, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 19,670 (year 2010), Truck Traffic: 40%, Features Intersected: I-65 SBL, Facility Carried by Structure: CR 900 W
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 255.837, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft)
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Structure Number: 3747, Location: 01.41 N SR 28 (Lat: 40.274761, Lng: -86.675667), Route carried "under" structure: Interstate 65, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 19,670 (year 2010), Truck Traffic: 40%, Features Intersected: I-65 NBL, Facility Carried by Structure: CR 900W
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 255.837, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft)
Structure Number: 3747, Location: 01.41 N SR 28 (Lat: 40.274761, Lng: -86.675667), Route carried "under" structure: Interstate 65, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 19,670 (year 2010), Truck Traffic: 40%, Features Intersected: I-65 NBL, Facility Carried by Structure: CR 900W
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 255.837, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft)
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Structure Number: 3748, Location: 02.60 N SR 28 (Lat: 40.283400, Lng: -86.695214), Route carried "under" structure: Interstate 65, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 19,670 (year 2010), Truck Traffic: 40%, Features Intersected: I-65 SBL, Facility Carried by Structure: CR 1000W/ CO LN RD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 257.753, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft)
Structure Number: 3748, Location: 02.60 N SR 28 (Lat: 40.283400, Lng: -86.695214), Route carried "under" structure: Interstate 65, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 19,670 (year 2010), Truck Traffic: 40%, Features Intersected: I-65 SBL, Facility Carried by Structure: CR 1000W/ CO LN RD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 257.753, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft)
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Structure Number: 3748, Location: 02.60 N SR 28 (Lat: 40.283400, Lng: -86.695214), Route carried "under" structure: Interstate 65, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 19,670 (year 2010), Truck Traffic: 40%, Features Intersected: I-65 NBL, Facility Carried by Structure: CR 1000W/CO LN RD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 257.753, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft)
Structure Number: 3748, Location: 02.60 N SR 28 (Lat: 40.283400, Lng: -86.695214), Route carried "under" structure: Interstate 65, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 19,670 (year 2010), Truck Traffic: 40%, Features Intersected: I-65 NBL, Facility Carried by Structure: CR 1000W/CO LN RD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 257.753, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft)