Bridge Statistics for Washington Court House, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 2430916,  Location: 0.15 MI E USR 62 (Lat: 39.475911,  Lng: -83.478431),  Route carried "on" structure: County highway T0052,  Year Built: 1969,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 109 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 151 (year 2035),  Design Load: HS 20,  Features Intersected: HANKINSRUN STAUNTONSUGAR,  Facility Carried by Structure: STAUNTON SUGAR GRV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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 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 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2430959,  Location: 0.3 MI E USR 62S (Lat: 39.486939,  Lng: -83.472889),  Route carried "on" structure: County highway T0054,  Year Built: 1883,  Year Reconstructed: 1971,  Status: Posted for load,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 351 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 487 (year 2035),  Design Load: HS 20,  Features Intersected: SUGAR CREEK MARK RD,  Facility Carried by Structure: MARK ROAD-TR54
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 2.414,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 19.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 13.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: June 2020,  Roadway Improvement Cost: $10,000,  Total Project Cost: $105,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2431041,  Location: 1.3 MI S USR 35 (Lat: 39.493350,  Lng: -83.416550),  Route carried "on" structure: County highway C0058,  Year Built: 1958,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 271 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 376 (year 2035),  Design Load: HS 20,  Features Intersected: PONE CR - CREEK RD,  Facility Carried by Structure: CREEK ROAD-CR58
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.598,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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 minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2431068,  Location: 0.1 MI N USR 35 (Lat: 39.513731,  Lng: -83.418539),  Route carried "on" structure: County highway C0058,  Year Built: 1964,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 120 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 167 (year 2038),  Design Load: HS 20,  Features Intersected: MCLEAN DITCH-CREEK RD,  Facility Carried by Structure: CREEK ROAD-CR 58
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.012,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  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: 11.9m (39.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2431866,  Location: 0.4 MI NW USR 22 (Lat: 39.551489,  Lng: -83.342161),  Route carried "on" structure: County highway C0137,  Year Built: 1959,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 430 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 597 (year 2035),  Design Load: HS 20,  Features Intersected: BR NF COMPTON-O SPRINGFL,  Facility Carried by Structure: OLD SPR RD- CR 137
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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 minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 243189,  Location: 0.2 MI S USR 35 (Lat: 39.514231,  Lng: -83.377461),  Route carried "on" structure: County highway C0138,  Year Built: 1959,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 335 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 465 (year 2038),  Design Load: HS 20,  Features Intersected: GROVE DITCH - BOGUS ROAD,  Facility Carried by Structure: BOGUS ROAD-CR138
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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 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 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2431939,  Location: 0.9 MI W SR 753 (Lat: 39.529650,  Lng: -83.416039),  Route carried "on" structure: County highway C0141,  Year Built: 1973,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 2,327 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,230 (year 2035),  Design Load: HS 20,  Features Intersected: MAIN PAINT CK-ROBINSON R,  Facility Carried by Structure: ROBINSON RD-CR 141
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2431963,  Location: 0.5 MI N USR 35 (Lat: 39.512131,  Lng: -83.337781),  Route carried "on" structure: County highway C0141,  Year Built: 1966,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 340 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 472 (year 2035),  Design Load: HS 20,  Features Intersected: CROOKED CK - ROBINSON RD,  Facility Carried by Structure: ROBINSON RD-CR 141
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.369,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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 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 12 months,  Inspection Date: March 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 2432374,  Location: 0.56 MI. N US 22 (Lat: 39.555111,  Lng: -83.335281),  Route carried "on" structure: County highway T0134,  Year Built: 1996,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 351 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 487 (year 2035),  Design Load: HS 20,  Features Intersected: HESS RD. N FORK COMPTON,  Facility Carried by Structure: HESS RD.-TR 134
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2432439,  Location: 1.54 MI E OF SR753 (Lat: 39.509800,  Lng: -83.382089),  Route carried "on" structure: County highway C035A,  Year Built: 1988,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 541 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 751 (year 2035),  Design Load: HS 20,  Features Intersected: OLD 35-SHEPARDS DITCH,  Facility Carried by Structure: OLD 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  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: 11.3m (37.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: 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: 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 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2432536,  Location: 0.4 MI N USR 22W (Lat: 39.522781,  Lng: -83.521189),  Route carried "on" structure: County highway C0064,  Year Built: 1976,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 272 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 378 (year 2035),  Design Load: HS 20,  Features Intersected: CAMP RUN JASPER COIL RD,  Facility Carried by Structure: JASPER COILRD-CR64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: 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 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2432595,  Location: 0.3 MI N USR 35 (Lat: 39.512069,  Lng: -83.344131),  Route carried "on" structure: County highway C0142,  Year Built: 1977,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 477 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 662 (year 2038),  Design Load: HS 20,  Features Intersected: CROOKED CK- CAMP GROVE R,  Facility Carried by Structure: CAMP GROVE -CR 142
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.449,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 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: 32.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2432986,  Location: .05 MI S FLAKES FORD-CR55 (Lat: 39.480381,  Lng: -83.459161),  Route carried "on" structure: County highway T0053,  Year Built: 1989,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 351 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 487 (year 2035),  Design Load: H 20,  Features Intersected: SUGAR CR ARMBRUST RD,  Facility Carried by Structure: ARMBRUST ROAD-TR53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2433087,  Location: 0.2 MI. S. OF JCT TR57 (Lat: 39.500411,  Lng: -83.453931),  Route carried "on" structure: County highway T0053,  Year Built: 1994,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 324 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 450 (year 2035),  Design Load: H 20,  Features Intersected: PONE CREEK ARMBUST RD,  Facility Carried by Structure: ARMBRUST RD-TR 53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2433168,  Location: 0.8 MI SOUTH USR 22 (Lat: 39.536189,  Lng: -83.337539),  Route carried "on" structure: County highway C0142,  Year Built: 2005,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 385 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 534 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: BLUE RUN,  Facility Carried by Structure: CAMP GROVE- CR 142
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.668,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2433303,  Location: 1.5 MILE EAST SR 41N (Lat: 39.577381,  Lng: -83.446311),  Route carried "on" structure: County highway C0027,  Year Built: 2007,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,032 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,432 (year 2035),  Design Load: H 20,  Features Intersected: BIG RUN,  Facility Carried by Structure: BLMBG-NH RD-CR 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.196,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 2433486,  Location: 0.3 MI N SR 38 (Lat: 39.561200,  Lng: -83.437039),  Route carried "on" structure: County highway C0028,  Year Built: 2010,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 687 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 954 (year 2035),  Design Load: H 20,  Features Intersected: BIG RUN,  Facility Carried by Structure: LEWIS ROAD (CR28)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal 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: March 2021

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Structure Number: 2400472,  Location: 0.52 MI W OF US22 (Lat: 39.534869,  Lng: -83.470600),  Route carried "under" structure: US 35,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 14,776 (year 2017),  Truck Traffic: 33%,  Features Intersected: UNDER JAMISON RD,  Facility Carried by Structure: JAMISON RD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 21.298,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 2400499,  Location: 0.43 MI W OF US62 (Lat: 39.528639,  Lng: -83.465250),  Route carried "under" structure: US 22,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 7,895 (year 2015),  Truck Traffic: 7%,  Features Intersected: UNDER USR 35,  Facility Carried by Structure: US 35
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 10.573,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.0m (52.5ft)

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Structure Number: 2400502,  Location: 0.43 MI W OF US62 (Lat: 39.528581,  Lng: -83.465581),  Route carried "under" structure: US 22,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 7,895 (year 2015),  Truck Traffic: 7%,  Features Intersected: UNDER USR 35,  Facility Carried by Structure: US 35
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 10.541,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.0m (52.5ft)

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Structure Number: 240051,  Location: OVER CR 138 BOGUS RD(LT) (Lat: 39.516911,  Lng: -83.377719),  Route carried "under" structure: County highway 138,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 335 (year 2015),  Truck Traffic: 7%,  Features Intersected: UNDER US35,  Facility Carried by Structure: US 35
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 5.633,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 2400529,  Location: OVER BOGUS RD (CR 135)RT (Lat: 39.516681,  Lng: -83.377711),  Route carried "under" structure: County highway 138,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 335 (year 2015),  Truck Traffic: 7%,  Features Intersected: UNDER SR 35,  Facility Carried by Structure: US 35 RT
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 2400553,  Location: 1.3 MI E OF SR41 (Lat: 39.512819,  Lng: -83.418631),  Route carried "under" structure: County highway 58,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 120 (year 2015),  Truck Traffic: 5%,  Features Intersected: US 35,  Facility Carried by Structure: US 35
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 2400561,  Location: 1.3 MI E OF SR41 (Lat: 39.512581,  Lng: -83.418600),  Route carried "under" structure: County highway 58,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 120 (year 2015),  Truck Traffic: 5%,  Features Intersected: US 35,  Facility Carried by Structure: US 35
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 2400588,  Location: 3.4 MI E OF SR-753 (Lat: 39.507500,  Lng: -83.346750),  Route carried "under" structure: US 35,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 12,198 (year 2017),  Truck Traffic: 31%,  Features Intersected: CR-142 CAMP GROVE RD,  Facility Carried by Structure: CR 142 CAMP GROVE
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 33.249,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 2400642,  Location: AT SR753 (Lat: 39.513900,  Lng: -83.408339),  Route carried "under" structure: State highway 753,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 5,677 (year 2015),  Truck Traffic: 16%,  Features Intersected: US-35,  Facility Carried by Structure: US 35
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 17.397,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 240065,  Location: AT SR753 (Lat: 39.513661,  Lng: -83.408381),  Route carried "under" structure: State highway 753,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 5,677 (year 2015),  Truck Traffic: 16%,  Features Intersected: US-35,  Facility Carried by Structure: US 35
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 17.349,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.5m (47.6ft)

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Structure Number: 240079,  Location: 1.29 MI WEST OF PALMER RD (Lat: 39.569400,  Lng: -83.524000),  Route carried "under" structure: County highway 12,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 477 (year 2015),  Truck Traffic: 8%,  Features Intersected: UNDER NEW US35,  Facility Carried by Structure: NEW US 35
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 2400839,  Location: 1.29 MI EAST OF BUSH RD. (Lat: 39.549869,  Lng: -83.487950),  Route carried "under" structure: County highway 11,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 579 (year 2015),  Truck Traffic: 7%,  Features Intersected: UNDER NEW US 35,  Facility Carried by Structure: NEW US 35
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 2400863,  Location: 1.09 MI. EAST OF FORD RD (Lat: 39.560631,  Lng: -83.508111),  Route carried "under" structure: US 35,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 14,090 (year 2017),  Truck Traffic: 35%,  Features Intersected: UNDER TR-66 BUSH ROAD,  Facility Carried by Structure: BUSH ROAD TR-66
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 16.995,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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Structure Number: 2400898,  Location: 1.29 MI EAST OF BUSH RD. (Lat: 39.549711,  Lng: -83.488169),  Route carried "under" structure: County highway 11,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 579 (year 2015),  Truck Traffic: 7%,  Features Intersected: UNDER NEW US 35,  Facility Carried by Structure: NEW US 35
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 2400928,  Location: 1.29 MI WEST OF PALMER RD (Lat: 39.569389,  Lng: -83.523611),  Route carried "under" structure: County highway 12,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 477 (year 2015),  Truck Traffic: 8%,  Features Intersected: UNDER NEW US 35,  Facility Carried by Structure: NEW US 35
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 2401037,  Location: 1.3 MI S OF US22 (Lat: 39.514631,  Lng: -83.442689),  Route carried "under" structure: US 35,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 13,361 (year 2015),  Truck Traffic: 35%,  Features Intersected: UNDER SR 41,  Facility Carried by Structure: SR 41
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 24.736,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)