Bridge Statistics for Americus, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 308ft / 93.5mTotal length
- $1,310,000Total costs
- 46,397Total average daily traffic
- 4,812Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Americus
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11950-1959
- 11970-1979
- 41980-1989
- 21990-1999
- 32000-2009
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 7.1%Very good
- 64.3%Good
- 21.4%Satisfactory
- 7.1%Poor
- Bridge Condition - Superstructure
- 35.7%Very good
- 28.6%Good
- 21.4%Satisfactory
- 7.1%Fair
- 7.1%Poor
- Bridge Condition - Substructure
- 35.7%Very good
- 50.0%Good
- 7.1%Satisfactory
- 7.1%Fair
- Bridge Condition - Channel
- 61.5%Very good
- 23.1%Good
- 7.7%Satisfactory
- 7.7%Poor
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Structure Number: 7695, Location: 06.90 N I-65 (Lat: 40.499611, Lng: -86.732989), Route carried "on" structure: County highway 900, Year Built: 2010, Status: Open, Structure Length: 11.16m (36.61ft), Average Daily Traffic: 1,840 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 2,020 (year 2028), Design Load: HS 25 or greater, Features Intersected: SR 25 SB/NB, N&S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.3m (122.4ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.9 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: 47.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7695, Location: 06.90 N I-65 (Lat: 40.499611, Lng: -86.732989), Route carried "on" structure: County highway 900, Year Built: 2010, Status: Open, Structure Length: 11.16m (36.61ft), Average Daily Traffic: 1,840 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 2,020 (year 2028), Design Load: HS 25 or greater, Features Intersected: SR 25 SB/NB, N&S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.3m (122.4ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.9 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: 47.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7984, Location: 03.85 N US 6 (Lat: 41.498269, Lng: -86.253619), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 8.33m (27.33ft), Average Daily Traffic: 323 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2035), Design Load: HL 93, Features Intersected: US 31 NB/SB, Facility Carried by Structure: KENILWORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.7m (133.5ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 57.7 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: 40.8 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7984, Location: 03.85 N US 6 (Lat: 41.498269, Lng: -86.253619), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 8.33m (27.33ft), Average Daily Traffic: 323 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2035), Design Load: HL 93, Features Intersected: US 31 NB/SB, Facility Carried by Structure: KENILWORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.7m (133.5ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 57.7 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: 40.8 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 80773, Location: 07.16 miles N of I-65 (Lat: 40.501450, Lng: -86.728761), Route carried "on" structure: State highway 25, Year Built: 2012, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 17,320 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 22,500 (year 2030), Design Load: HS 20, Features Intersected: KUHN REGULATED DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 37.2m (122.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 40.8 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 80773, Location: 07.16 miles N of I-65 (Lat: 40.501450, Lng: -86.728761), Route carried "on" structure: State highway 25, Year Built: 2012, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 17,320 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 22,500 (year 2030), Design Load: HS 20, Features Intersected: KUHN REGULATED DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 37.2m (122.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 40.8 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 800077, Location: 00.59 W of CR 1200 W (Lat: 40.569319, Lng: -86.764267), Route carried "on" structure: Alternate County highway , Year Built: 2001, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 288 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 351 (year 2031), Design Load: HS 20+Mod, Features Intersected: TIPPECANOE River, Facility Carried by Structure: BICYCLE BRIDGE Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.0m (137.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 800077, Location: 00.59 W of CR 1200 W (Lat: 40.569319, Lng: -86.764267), Route carried "on" structure: Alternate County highway , Year Built: 2001, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 288 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 351 (year 2031), Design Load: HS 20+Mod, Features Intersected: TIPPECANOE River, Facility Carried by Structure: BICYCLE BRIDGE Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.0m (137.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: August 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: 7900097, Location: 00.13 N of CR 660 N (Lat: 40.515431, Lng: -86.757331), Route carried "on" structure: County highway 85, Year Built: 1984, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 560 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 832 (year 2038), Design Load: HS 20, Features Intersected: Sugar Creek, Facility Carried by Structure: CR 775E
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $28,000, Total Project Cost: $45,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7900097, Location: 00.13 N of CR 660 N (Lat: 40.515431, Lng: -86.757331), Route carried "on" structure: County highway 85, Year Built: 1984, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 560 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 832 (year 2038), Design Load: HS 20, Features Intersected: Sugar Creek, Facility Carried by Structure: CR 775E
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $28,000, Total Project Cost: $45,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7900098, Location: 00.20 W of CR 775 E (Lat: 40.512900, Lng: -86.761639), Route carried "on" structure: County highway 252, Year Built: 1996, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 149 (year 2038), Design Load: HS 20, Features Intersected: Sugar Creek, Facility Carried by Structure: CR 660N
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: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.1m (36.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum 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: 7900098, Location: 00.20 W of CR 775 E (Lat: 40.512900, Lng: -86.761639), Route carried "on" structure: County highway 252, Year Built: 1996, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 149 (year 2038), Design Load: HS 20, Features Intersected: Sugar Creek, Facility Carried by Structure: CR 660N
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: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.1m (36.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum 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: 7900101, Location: 00.23 NW of SR 25 (Lat: 40.528950, Lng: -86.760061), Route carried "on" structure: County highway 303, Year Built: 1983, Status: Open, Structure Length: 21.04m (69.03ft), Average Daily Traffic: 3,054 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,450 (year 2038), Design Load: HS 20, Features Intersected: Wabash River, Facility Carried by Structure: CR 775E (GRANT 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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 30.9m (101.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Channel: Very good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7900101, Location: 00.23 NW of SR 25 (Lat: 40.528950, Lng: -86.760061), Route carried "on" structure: County highway 303, Year Built: 1983, Status: Open, Structure Length: 21.04m (69.03ft), Average Daily Traffic: 3,054 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,450 (year 2038), Design Load: HS 20, Features Intersected: Wabash River, Facility Carried by Structure: CR 775E (GRANT 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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 30.9m (101.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Channel: Very good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7900102, Location: 00.14 W GRANT RD (Lat: 40.542369, Lng: -86.764211), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 2012, Status: Open, Structure Length: 11.52m (37.80ft), Average Daily Traffic: 1,175 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,712 (year 2038), Features Intersected: TIPPECANOE RIVER, Facility Carried by Structure: PRETTY PRAIRIE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.6m (90.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7900102, Location: 00.14 W GRANT RD (Lat: 40.542369, Lng: -86.764211), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 2012, Status: Open, Structure Length: 11.52m (37.80ft), Average Daily Traffic: 1,175 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,712 (year 2038), Features Intersected: TIPPECANOE RIVER, Facility Carried by Structure: PRETTY PRAIRIE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.6m (90.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 7900103, Location: 00.88 NE of Tyler Rd (Lat: 40.540081, Lng: -86.783781), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 1,175 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,712 (year 2038), Design Load: HS 20, Features Intersected: Moots Creek, Facility Carried by Structure: Pretty Prairie Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.4m (50.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 69.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: 7900103, Location: 00.88 NE of Tyler Rd (Lat: 40.540081, Lng: -86.783781), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 1,175 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,712 (year 2038), Design Load: HS 20, Features Intersected: Moots Creek, Facility Carried by Structure: Pretty Prairie Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.4m (50.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 69.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: 7900104, Location: 00.16 S of CR 650 N (Lat: 40.509131, Lng: -86.733150), Route carried "on" structure: County highway 91, Year Built: 1956, Year Reconstructed: 2010, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 530 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 788 (year 2038), Design Load: HS 20, Features Intersected: Sugar Creek, Facility Carried by Structure: CR 900E
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 7900104, Location: 00.16 S of CR 650 N (Lat: 40.509131, Lng: -86.733150), Route carried "on" structure: County highway 91, Year Built: 1956, Year Reconstructed: 2010, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 530 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 788 (year 2038), Design Load: HS 20, Features Intersected: Sugar Creek, Facility Carried by Structure: CR 900E
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7900111, Location: 00.26 NE of CR 900 N (Lat: 40.550389, Lng: -86.788531), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 1,612 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,349 (year 2038), Design Load: HS 20, Features Intersected: Moots Creek, Facility Carried by Structure: Tyler 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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.4m (50.5ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7900111, Location: 00.26 NE of CR 900 N (Lat: 40.550389, Lng: -86.788531), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 1,612 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,349 (year 2038), Design Load: HS 20, Features Intersected: Moots Creek, Facility Carried by Structure: Tyler 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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.4m (50.5ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 790021, Location: 00.40 E of CR 900 E (Lat: 40.533269, Lng: -86.725850), Route carried "on" structure: County highway 234, Year Built: 2008, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 120 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 178 (year 2038), Design Load: HS 20, Features Intersected: Tributary Wabash River, Facility Carried by Structure: CR 800N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 70.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.0 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 790021, Location: 00.40 E of CR 900 E (Lat: 40.533269, Lng: -86.725850), Route carried "on" structure: County highway 234, Year Built: 2008, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 120 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 178 (year 2038), Design Load: HS 20, Features Intersected: Tributary Wabash River, Facility Carried by Structure: CR 800N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 70.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.0 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7900218, Location: 02.09 N SR 225 (Lat: 40.511911, Lng: -86.786269), Route carried "on" structure: County highway 25, Year Built: 1982, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 4,161 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 6,183 (year 2038), Design Load: HS 20, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.350, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.2 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 desirable criteria, Length Of Structure Improvement: 6.43m (21.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $74,000, Total Project Cost: $155,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7900218, Location: 02.09 N SR 225 (Lat: 40.511911, Lng: -86.786269), Route carried "on" structure: County highway 25, Year Built: 1982, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 4,161 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 6,183 (year 2038), Design Load: HS 20, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.350, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.2 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 desirable criteria, Length Of Structure Improvement: 6.43m (21.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $74,000, Total Project Cost: $155,000 ( Estimate for 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: 7900219, Location: 03.83 S US 421 (Lat: 40.543081, Lng: -86.723711), Route carried "on" structure: County highway 25, Year Built: 1991, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,474 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 2,190 (year 2038), Design Load: HS 20, Features Intersected: BRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable 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: 7900219, Location: 03.83 S US 421 (Lat: 40.543081, Lng: -86.723711), Route carried "on" structure: County highway 25, Year Built: 1991, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,474 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 2,190 (year 2038), Design Load: HS 20, Features Intersected: BRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable 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: 9100194, Location: 00.49 W SPRINGBORO RD (Lat: 40.562111, Lng: -86.790581), Route carried "on" structure: County highway 4, Year Built: 1980, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 175 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 225 (year 2038), Design Load: HS 20, Features Intersected: MOOTS CREEK, Facility Carried by Structure: CR 1300S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $310,000, Total Project Cost: $1,110,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9100194, Location: 00.49 W SPRINGBORO RD (Lat: 40.562111, Lng: -86.790581), Route carried "on" structure: County highway 4, Year Built: 1980, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 175 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 225 (year 2038), Design Load: HS 20, Features Intersected: MOOTS CREEK, Facility Carried by Structure: CR 1300S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $310,000, Total Project Cost: $1,110,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7695, Location: 06.90 N I-65 (Lat: 40.499611, Lng: -86.732986), Route carried "under" structure: State highway 25, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 6,245 (year 2010), Truck Traffic: 7%, Features Intersected: SR 25 NBL, Facility Carried by Structure: CR 900E
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 66.562, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 37.3m (122.4ft)
Structure Number: 7695, Location: 06.90 N I-65 (Lat: 40.499611, Lng: -86.732986), Route carried "under" structure: State highway 25, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 6,245 (year 2010), Truck Traffic: 7%, Features Intersected: SR 25 NBL, Facility Carried by Structure: CR 900E
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 66.562, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 37.3m (122.4ft)
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Structure Number: 7695, Location: 06.90 N I-65 (Lat: 40.499611, Lng: -86.732986), Route carried "under" structure: State highway 25, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 6,245 (year 2010), Truck Traffic: 7%, Features Intersected: SR 25 SBL, Facility Carried by Structure: CR 900 E
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 66.562, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 37.3m (122.4ft)
Structure Number: 7695, Location: 06.90 N I-65 (Lat: 40.499611, Lng: -86.732986), Route carried "under" structure: State highway 25, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 6,245 (year 2010), Truck Traffic: 7%, Features Intersected: SR 25 SBL, Facility Carried by Structure: CR 900 E
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 66.562, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 37.3m (122.4ft)