Bridge Statistics for Pleasant Hill, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 954,  Location: 078231700 (Lat: 41.568417,  Lng: -93.522803),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 4,350 (year 2016),  Average Future Daily Traffic: 4,350 (year 2041),  Design Load: H 20,  Features Intersected: FOUR MILE CREEK,  Facility Carried by Structure: VANDALIA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.571,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 18.40m (60.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $483,000,  Roadway Improvement Cost: $48,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9551,  Location: 078231600 (Lat: 41.567842,  Lng: -93.513011),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,540 (year 2016),  Average Future Daily Traffic: 2,540 (year 2041),  Design Load: HS 20,  Features Intersected: DRAINAGE,  Facility Carried by Structure: VANDALIA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.427,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $2,000

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Structure Number: 9561,  Location: 078230500 (Lat: 41.589875,  Lng: -93.528603),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 1,820 (year 2012),  Average Future Daily Traffic: 1,820 (year 2041),  Design Load: HS 20,  Features Intersected: FOUR MILE CREEK,  Facility Carried by Structure: FAIRVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.103,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 24.80m (81.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 4095,  Location: 1.2 mi. W of Jct. U.S. 65 (Lat: 41.599900,  Lng: -93.521761),  Route carried "on" structure: State highway 163,  Year Built: 1965,  Status: Open,  Structure Length: 18.17m (59.61ft),  Average Daily Traffic: 9,800 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,800 (year 2041),  Design Load: HS 20,  Features Intersected: E FOUR MILE CREEK & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.592,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 22 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Other Special Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 4096,  Location: 1.2 mi. W of Jct. U.S. 65 (Lat: 41.599717,  Lng: -93.519589),  Route carried "on" structure: State highway 163,  Year Built: 1965,  Status: Open,  Structure Length: 18.17m (59.61ft),  Average Daily Traffic: 9,800 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,800 (year 2041),  Design Load: HS 20,  Features Intersected: E 4 MI CRK & RR & N PL H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 259.920,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 22 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Other Special Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 4097,  Location: 4.4 MILES EAST OF US 65 (Lat: 41.599728,  Lng: -93.412400),  Route carried "on" structure: State highway 163,  Year Built: 1963,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,700 (year 2040),  Design Load: HS 20,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.736,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.1m (49.5ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 4098,  Location: 2.3 MILES W OF JCT IA 316 (Lat: 41.599964,  Lng: -93.411858),  Route carried "on" structure: State highway 163,  Year Built: 1963,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,700 (year 2040),  Design Load: HS 20,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 250.916,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.8m (45.3ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 280571,  Location: 078220404 (Lat: 41.591694,  Lng: -93.396281),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 70 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 70 (year 2041),  Design Load: HS 20,  Features Intersected: MUD CREEK,  Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.068,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 63.8 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: 49.2 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.10m (39.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 280575,  Location: 078220503 (Lat: 41.600703,  Lng: -93.414206),  Route carried "on" structure: County highway ,  Year Built: 1925,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 20 (year 2016),  Average Future Daily Traffic: 20 (year 2041),  Design Load: H 20,  Features Intersected: MUD CREEK,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.591,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 42.4 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $11,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 28058,  Location: 078220610 (Lat: 41.581156,  Lng: -93.443194),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 3,620 (year 2016),  Average Future Daily Traffic: 3,620 (year 2041),  Design Load: HL 93,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.127,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.8 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: 32.7 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.40m (14.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 280591,  Location: 078220701 (Lat: 41.579978,  Lng: -93.440667),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 680 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 680 (year 2041),  Design Load: H 20,  Features Intersected: BRANCH DES MOINES RIVER,  Facility Carried by Structure: FM SE 6TH AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.548,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 39.9 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: 30.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.00m (32.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $235,000,  Roadway Improvement Cost: $85,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2806,  Location: 078220705 (Lat: 41.572703,  Lng: -93.441961),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 600 (year 2016),  Average Future Daily Traffic: 600 (year 2041),  Design Load: H 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.108,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 70.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 13.00m (42.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $330,000,  Roadway Improvement Cost: $45,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 280621,  Location: 078220903 (Lat: 41.579797,  Lng: -93.397806),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 160 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 160 (year 2041),  Design Load: HS 20,  Features Intersected: MUD CREEK,  Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.222,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.9 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.90m (45.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 280861,  Location: 078232407 (Lat: 41.551072,  Lng: -93.446394),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 650 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 650 (year 2041),  Design Load: H 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.874,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 78.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.40m (50.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $40,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 281121,  Location: 079223202 (Lat: 41.605431,  Lng: -93.444839),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 3,940 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,940 (year 2041),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.366,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 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,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 283335,  Location: 079233510 (Lat: 41.607261,  Lng: -93.503258),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 8,400 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,400 (year 2041),  Design Load: HS 20,  Features Intersected: E FOURMILE CK,  Facility Carried by Structure: OLD IA 950 FM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.167,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 83.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 504845,  Location: 078230400 (Lat: 41.600619,  Lng: -93.521153),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 2,910 (year 2016),  Average Future Daily Traffic: 2,910 (year 2041),  Design Load: HS 20,  Features Intersected: E FOUR MILE CREEK,  Facility Carried by Structure: LITTLE 4 MI CRK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.296,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.20m (17.06ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $2,000

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Structure Number: 6012,  Location: AT JUNCTION OF IA 163 (Lat: 41.599192,  Lng: -93.497722),  Route carried "on" structure: US 65,  Year Built: 1993,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 7,550 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 7,550 (year 2041),  Design Load: HS 20,  Features Intersected: IA 163
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 231.623,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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: May 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: 60122,  Location: AT JUNCTION OF IOWA 163 (Lat: 41.598383,  Lng: -93.497569),  Route carried "on" structure: US 65,  Year Built: 1993,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 7,550 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 7,550 (year 2041),  Design Load: HS 20,  Features Intersected: IA 163
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 125.786,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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: May 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: 606795,  Location: 2.6 MI. S OF JCT. IA 163 (Lat: 41.563578,  Lng: -93.511197),  Route carried "on" structure: US 65,  Year Built: 1997,  Status: Open,  Structure Length: 28.04m (91.99ft),  Average Daily Traffic: 11,200 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 11,200 (year 2041),  Design Load: HS 20,  Features Intersected: DES MOINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 121.456,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 79.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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 48 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: April 2019,  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: 6068,  Location: 2.6 MI. S OF JCT. IA 163 (Lat: 41.566019,  Lng: -93.512117),  Route carried "on" structure: US 65,  Year Built: 1997,  Status: Open,  Structure Length: 28.04m (91.99ft),  Average Daily Traffic: 11,200 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 11,200 (year 2041),  Design Load: HS 20,  Features Intersected: DES MONES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 235.769,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: April 2019,  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: 606805,  Location: 2.4 MILES S OF JCT IA 163 (Lat: 41.567397,  Lng: -93.512089),  Route carried "on" structure: US 65,  Year Built: 1997,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 11,200 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 11,200 (year 2041),  Design Load: HS 20,  Features Intersected: VANDALIA ROAD & BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 121.885,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 60681,  Location: 2.4 MILES S OF JCT IA 163 (Lat: 41.568631,  Lng: -93.512711),  Route carried "on" structure: US 65,  Year Built: 1997,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 10,350 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,350 (year 2041),  Design Load: HS 20,  Features Intersected: VANDALIA ROAD & BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 235.474,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.4 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 606815,  Location: 2.1 MILES S OF JCT IA 163 (Lat: 41.572086,  Lng: -93.513189),  Route carried "on" structure: US 65,  Year Built: 1997,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 10,350 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,350 (year 2041),  Design Load: HS 20,  Features Intersected: VANDALIA RD (BP)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.415,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.3 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 60682,  Location: 2.1 MILES S OF JCT IA 163 (Lat: 41.572361,  Lng: -93.513583),  Route carried "on" structure: US 65,  Year Built: 1997,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 9,600 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,600 (year 2041),  Design Load: HS 20,  Features Intersected: VANDALIA RD (BP)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 235.054,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 606825,  Location: 1.3 MI. S OF JCT. IA 163 (Lat: 41.581914,  Lng: -93.508258),  Route carried "on" structure: US 65,  Year Built: 1997,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 10,800 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 10,800 (year 2041),  Design Load: HS 20,  Features Intersected: SE 6TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 123.672,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 60683,  Location: 1.3 MILES S OF JCT IA 163 (Lat: 41.582572,  Lng: -93.507817),  Route carried "on" structure: US 65,  Year Built: 1997,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 10,800 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 10,800 (year 2041),  Design Load: HS 20,  Features Intersected: SE 6TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 233.728,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: May 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: 606835,  Location: 0.4 MILE S OF JCT IA 163 (Lat: 41.592806,  Lng: -93.498808),  Route carried "on" structure: US 65,  Year Built: 1997,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 7,550 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 7,550 (year 2041),  Design Load: HS 20,  Features Intersected: EAST OAKWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 125.157,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 62.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 60684,  Location: 0.4 MILES S OF JCT IA 163 (Lat: 41.593303,  Lng: -93.499022),  Route carried "on" structure: US 65,  Year Built: 1997,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 7,550 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 7,550 (year 2041),  Design Load: HS 20,  Features Intersected: EAST OAKWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 232.286,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 700875,  Location: VANDALIA RD (Lat: 41.570792,  Lng: -93.517422),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 6,300 (year 2019),  Average Future Daily Traffic: 6,300 (year 2041),  Design Load: HL 93,  Features Intersected: DRAINAGE,  Facility Carried by Structure: VANDALIA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 55.7 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: 43.1 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: 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: March 2021

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Structure Number: 4095,  Location: 1.2 mi. W of Jct. U.S. 65 (Lat: 41.599900,  Lng: -93.521761),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,675 (year 2016),  Features Intersected: E FOUR MILE CREEK & RR,  Facility Carried by Structure: IA 163 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.357,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 4096,  Location: 1.2 mi. W of Jct. U.S. 65 (Lat: 41.599717,  Lng: -93.519589),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,675 (year 2016),  Features Intersected: E 4 MI CRK & RR & N PL H,  Facility Carried by Structure: IA 163 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.003,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 6012,  Location: AT JUNCTION OF IA 163 (Lat: 41.599192,  Lng: -93.497722),  Route carried "under" structure: State highway 163,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 10,800 (year 2020),  Truck Traffic: 8%,  Features Intersected: IA 163,  Facility Carried by Structure: SB US 65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.589,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 60122,  Location: AT JUNCTION OF IOWA 163 (Lat: 41.598383,  Lng: -93.497569),  Route carried "under" structure: State highway 163,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 10,800 (year 2020),  Truck Traffic: 8%,  Features Intersected: IA 163,  Facility Carried by Structure: NB US 65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.618,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 606805,  Location: 2.4 MILES S OF JCT IA 163 (Lat: 41.567397,  Lng: -93.512089),  Route carried "under" structure: City street ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 1,270 (year 2016),  Features Intersected: VANDALIA ROAD & BNSF RR,  Facility Carried by Structure: US 65 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.490,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 60681,  Location: 2.4 MILES S OF JCT IA 163 (Lat: 41.568631,  Lng: -93.512711),  Route carried "under" structure: City street ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 1,270 (year 2016),  Features Intersected: VANDALIA ROAD & BNSF RR,  Facility Carried by Structure: US 65 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.456,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 606815,  Location: 2.1 MILES S OF JCT IA 163 (Lat: 41.572086,  Lng: -93.513189),  Route carried "under" structure: Ramp US 65,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 1,390 (year 2020),  Truck Traffic: 22%,  Features Intersected: VANDALIA RD (BP)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.661,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 60682,  Location: 2.1 MILES S OF JCT IA 163 (Lat: 41.572361,  Lng: -93.513583),  Route carried "under" structure: Ramp US 65,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 1,390 (year 2020),  Truck Traffic: 22%,  Features Intersected: VANDALIA RD (BP)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.695,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 606825,  Location: 1.3 MI. S OF JCT. IA 163 (Lat: 41.581914,  Lng: -93.508258),  Route carried "under" structure: City street ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 825 (year 2012),  Features Intersected: SE 6TH AVE,  Facility Carried by Structure: US 65 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.159,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 60683,  Location: 1.3 MILES S OF JCT IA 163 (Lat: 41.582572,  Lng: -93.507817),  Route carried "under" structure: City street ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 825 (year 2012),  Features Intersected: SE 6TH AVE,  Facility Carried by Structure: US 65 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.122,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 606835,  Location: 0.4 MILE S OF JCT IA 163 (Lat: 41.592806,  Lng: -93.498808),  Route carried "under" structure: City street ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 1,010 (year 2016),  Features Intersected: EAST OAKWOOD DRIVE,  Facility Carried by Structure: NB US 65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.866,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 60684,  Location: 0.4 MILES S OF JCT IA 163 (Lat: 41.593303,  Lng: -93.499022),  Route carried "under" structure: City street ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 1,010 (year 2016),  Features Intersected: EAST OAKWOOD DRIVE,  Facility Carried by Structure: SB US 65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.840,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)