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Bridge Statistics for Montezuma, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 20Number of bridges
  • 259ft / 79mTotal length
  • $7,872,000Total costs
  • 22,191Total average daily traffic
  • 3,923Total average daily truck traffic
  • 23,397Total future (year 2034) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Montezuma
  • No street view available for this location

New bridges in Montezuma, IN - historical statistics
  • New bridges - historical statistics
  • 2Before 1900
  • 11910-1919
  • 11930-1939
  • 11950-1959
  • 21960-1969
  • 91970-1979
  • 31990-1999
  • 12010-2018
Reconstructed bridges in Montezuma, IN - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21970-1979
  • 31980-1989
  • 01990-1999
  • 12000-2009
  • 12010-2018
Average Bridge Daily Traffic in Montezuma, IN
Average Bridge Truck Traffic in Montezuma, IN
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 6.3%Excellent
  • 6.3%Very good
  • 43.8%Good
  • 37.5%Satisfactory
  • 6.3%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 6.3%Excellent
  • 6.3%Very good
  • 37.5%Good
  • 43.8%Satisfactory
  • 6.3%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 12.5%Excellent
  • 31.3%Good
  • 37.5%Satisfactory
  • 12.5%Fair
  • 6.3%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 12.5%Very good
  • 31.3%Good
  • 43.8%Satisfactory
  • 12.5%Fair
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Structure Number: 115,  Location: 04.70 E SR 63 (Lat: 39.775889,  Lng: -87.329819),  Route carried "on" structure: US 36,  Year Built: 1976,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 0.53m (1.74ft),  Average Daily Traffic: 2,880 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,880 (year 2025),  Design Load: HS 20,  Features Intersected: LEATHERWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.714,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.8 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 24 months,  Inspection Date: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2267,  Location: 08.25 S SR 71 (Lat: 39.792811,  Lng: -87.408631),  Route carried "on" structure: State highway 63,  Year Built: 1974,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 18.75m (61.52ft),  Average Daily Traffic: 3,715 (year 2009),  Truck Traffic: 27%,  Average Future Daily Traffic: 5,785 (year 2033),  Design Load: HS 20,  Features Intersected: US 36, LTL RACCOON CR, R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.738,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 187.50m (615.16ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: August 2017,  Other Special Inspection Date: July 2015,  Bridge Improvement Cost: $3,039,000,  Total Project Cost: $3,039,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2267,  Location: 08.25 S SR 71 (Lat: 39.792981,  Lng: -87.408614),  Route carried "under" structure: US 36,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,145 (year 2009),  Truck Traffic: 18%,  Features Intersected: US-36 EBL,  Facility Carried by Structure: SR 63 NB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 10.989,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 2267,  Location: 08.25 S SR 71 (Lat: 39.792981,  Lng: -87.408614),  Route carried "under" structure: US 36,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,145 (year 2009),  Truck Traffic: 18%,  Features Intersected: US-36 WBL,  Facility Carried by Structure: SR 63 NB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 10.989,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 2268,  Location: 08.25 S SR 71 (Lat: 39.793661,  Lng: -87.408919),  Route carried "on" structure: State highway 63,  Year Built: 1974,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 18.75m (61.52ft),  Average Daily Traffic: 3,715 (year 2009),  Truck Traffic: 27%,  Average Future Daily Traffic: 5,785 (year 2033),  Design Load: HS 20,  Features Intersected: US 36, LTL RACCOON CR, R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.738,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 187.50m (615.16ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: August 2017,  Other Special Inspection Date: July 2015,  Bridge Improvement Cost: $2,575,000,  Total Project Cost: $2,575,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2268,  Location: 08.25 S SR 71 (Lat: 39.793111,  Lng: -87.408942),  Route carried "under" structure: US 36,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,145 (year 2009),  Truck Traffic: 18%,  Features Intersected: US-36 EBL,  Facility Carried by Structure: SR 63 SB
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 10.957,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 2268,  Location: 08.25 S SR 71 (Lat: 39.793111,  Lng: -87.408942),  Route carried "under" structure: US 36,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,145 (year 2009),  Truck Traffic: 18%,  Features Intersected: US-36 WBL,  Facility Carried by Structure: SR 63 SB
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 10.957,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 22685,  Location: 00.05 N US 36 (Lat: 39.794939,  Lng: -87.410783),  Route carried "on" structure: Ramp State highway 63,  Year Built: 1968,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 1,580 (year 2006),  Truck Traffic: 27%,  Average Future Daily Traffic: 2,188 (year 2034),  Design Load: HS 20,  Features Intersected: LITTLE RACCOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.365,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 162.0m (531.5ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.4m (4.6ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.10m (138.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $1,100,000,  Total Project Cost: $1,100,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 610006,  Location: 00.30 S of US 36 (Lat: 39.773531,  Lng: -87.331200),  Route carried "on" structure: County highway 44,  Year Built: 1883,  Year Reconstructed: 1977,  Status: Posted for load,  Structure Length: 0.31m (1.02ft),  Average Daily Traffic: 101 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 120 (year 2036),  Features Intersected: LEATHERWOOD Creek,  Facility Carried by Structure: CR 40N
Minimum Vertical Clearance: 3.81m (12.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.5m (80.4ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 6.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 31.10m (102.03ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2018,  Other Special Inspection Date: April 2018,  Bridge Improvement Cost: $112,000,  Total Project Cost: $112,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 610014,  Location: 00.90 E of CR 600W (Lat: 39.789111,  Lng: -87.335111),  Route carried "on" structure: County highway ,  Year Built: 1896,  Year Reconstructed: 1977,  Status: Posted for load,  Structure Length: 2.98m (9.78ft),  Average Daily Traffic: 202 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 240 (year 2036),  Features Intersected: LEATHERWOOD Creek,  Facility Carried by Structure: STRAWBERRY Rd
Minimum Vertical Clearance: 3.66m (12.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.6m (80.7ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 14.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 29.90m (98.10ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: April 2018,  Other Special Inspection Date: April 2018,  Bridge Improvement Cost: $68,000,  Total Project Cost: $68,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 6100144,  Location: 00.10 E of CR 450 W (Lat: 39.798781,  Lng: -87.328033),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 3.64m (11.94ft),  Average Daily Traffic: 219 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 261 (year 2034),  Design Load: HS 20,  Features Intersected: LEATHERWOOD Creek,  Facility Carried by Structure: LEATHERWOOD Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.4 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6100145,  Location: 00.70 S of CR 500 N (Lat: 39.828861,  Lng: -87.341942),  Route carried "on" structure: County highway 333,  Year Built: 1976,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 275 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 327 (year 2036),  Design Load: HS 20,  Features Intersected: Branch of WABASH River,  Facility Carried by Structure: CR 600 W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  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: 7.3m (24.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 2.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 15.90m (52.17ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2018,  Bridge Improvement Cost: $232,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $408,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 610024,  Location: 00.40 W of CR 550 E (Lat: 39.781200,  Lng: -87.145119),  Route carried "on" structure: County highway 40,  Year Built: 1913,  Year Reconstructed: 2008,  Status: Posted for load,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 175 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 255 (year 2036),  Design Load: H 15,  Features Intersected: Little RACCOON Creek,  Facility Carried by Structure: CR 100 N
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Other Special Inspection Date: May 2016,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 6100241,  Location: 00.20 N COXVILLE RD (Lat: 39.759219,  Lng: -87.351075),  Route carried "on" structure: County highway 3,  Year Built: 2014,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 907 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,077 (year 2036),  Design Load: HL 93,  Features Intersected: BIG RACCOON CREEK,  Facility Carried by Structure: CR 600 W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 54.4 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: Superior to present desirable 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: April 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: 8300027,  Location: 01.00 S of US 36 (Lat: 39.777181,  Lng: -87.386847),  Route carried "on" structure: County highway 85,  Year Built: 1970,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 349 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 407 (year 2037),  Design Load: HS 20,  Features Intersected: Little RACOON Creek,  Facility Carried by Structure: CR 400E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8300029,  Location: 00.15 E of SR 63 (Lat: 39.741131,  Lng: -87.395583),  Route carried "on" structure: County highway 85,  Year Built: 1990,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 699 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 815 (year 2037),  Design Load: HS 20,  Features Intersected: Trib to WABASH River,  Facility Carried by Structure: CR 975S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 4 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.9m (3.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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: August 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8300031,  Location: 00.40 W of SR 63 (Lat: 39.816200,  Lng: -87.416733),  Route carried "on" structure: County highway 22,  Year Built: 1965,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 233 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 272 (year 2037),  Design Load: HS 20,  Features Intersected: Little RACOON Creek,  Facility Carried by Structure: CR 450S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.9m (19.4ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8300068,  Location: 00.10 N CR 725S (Lat: 39.779300,  Lng: -87.394822),  Route carried "on" structure: County highway 63,  Year Built: 1937,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 8.28m (27.17ft),  Average Daily Traffic: 2,327 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,713 (year 2037),  Design Load: HS 20,  Features Intersected: CSX RR & LTL RACCOON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 82.90m (271.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $325,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $570,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8300084,  Location: 00.10 N of CR 450S (Lat: 39.816339,  Lng: -87.428739),  Route carried "on" structure: County highway 39,  Year Built: 1991,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 117 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 136 (year 2037),  Design Load: HS 20,  Features Intersected: Branch Little RACOON Cr,  Facility Carried by Structure: CR 200E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 8300085,  Location: 00.10 N of CR 975S (Lat: 39.741400,  Lng: -87.389306),  Route carried "on" structure: County highway 85,  Year Built: 1990,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 117 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 136 (year 2037),  Design Load: HS 20,  Features Intersected: Trib to WABASH River,  Facility Carried by Structure: CR 400E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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