Bridge Statistics for Grimes, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 226ft / 69.4mTotal length
- 103,521Total average daily traffic
- 5,195Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Grimes
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 61970-1979
- 11980-1989
- 62000-2009
- 32010-2019
- Bridge Condition - Deck
- 71.4%Good
- 28.6%Satisfactory
- Bridge Condition - Superstructure
- 14.3%Excellent
- 28.6%Very good
- 28.6%Good
- 28.6%Satisfactory
- Bridge Condition - Substructure
- 28.6%Very good
- 57.1%Good
- 14.3%Satisfactory
- Bridge Condition - Channel
- 54.5%Very good
- 45.5%Good
- Bridge Condition - Culverts
- 57.1%Very good
- 42.9%Good
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Structure Number: 21981, Location: 0.1 MILE E OF JCT SR R30 (Lat: 41.688278, Lng: -93.851272), Route carried "on" structure: State highway 44, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,700 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,700 (year 2041), Design Load: HS 20, Features Intersected: BR WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.705, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), 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: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 21981, Location: 0.1 MILE E OF JCT SR R30 (Lat: 41.688278, Lng: -93.851272), Route carried "on" structure: State highway 44, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,700 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,700 (year 2041), Design Load: HS 20, Features Intersected: BR WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.705, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), 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: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 40841, Location: 2.6 MILES W OF JCT IA 44 (Lat: 41.725850, Lng: -93.775083), Route carried "on" structure: State highway 141, Year Built: 2007, Status: Open, Structure Length: 10.64m (34.91ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,900 (year 2040), Design Load: HS 25 or greater, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.755, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40841, Location: 2.6 MILES W OF JCT IA 44 (Lat: 41.725850, Lng: -93.775083), Route carried "on" structure: State highway 141, Year Built: 2007, Status: Open, Structure Length: 10.64m (34.91ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,900 (year 2040), Design Load: HS 25 or greater, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.755, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 40842, Location: 0.9 mi. E of jct. IA 17 (Lat: 41.726775, Lng: -93.775475), Route carried "on" structure: State highway 141, Year Built: 1974, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,900 (year 2040), Design Load: HS 20, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 241.199, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.9m (71.9ft), 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: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 40842, Location: 0.9 mi. E of jct. IA 17 (Lat: 41.726775, Lng: -93.775475), Route carried "on" structure: State highway 141, Year Built: 1974, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,900 (year 2040), Design Load: HS 20, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 241.199, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.9m (71.9ft), 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: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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: 40851, Location: 1.3 MILES N OF JCT IA 44 (Lat: 41.708219, Lng: -93.775011), Route carried "on" structure: State highway 141, Year Built: 2006, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,900 (year 2040), Design Load: HS 20, Features Intersected: LITTLE BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 243.259, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.8m (120.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40851, Location: 1.3 MILES N OF JCT IA 44 (Lat: 41.708219, Lng: -93.775011), Route carried "on" structure: State highway 141, Year Built: 2006, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,900 (year 2040), Design Load: HS 20, Features Intersected: LITTLE BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 243.259, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.8m (120.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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, 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: 40852, Location: 1.3 MILES W OF JCT IA 44 (Lat: 41.707158, Lng: -93.774425), Route carried "on" structure: State highway 141, Year Built: 1974, Status: Open, Structure Length: 11.25m (36.91ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,900 (year 2040), Design Load: HS 20, Features Intersected: LITTLE BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.677, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.4 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: 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: Low Slump Concrete
Structure Number: 40852, Location: 1.3 MILES W OF JCT IA 44 (Lat: 41.707158, Lng: -93.774425), Route carried "on" structure: State highway 141, Year Built: 1974, Status: Open, Structure Length: 11.25m (36.91ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,900 (year 2040), Design Load: HS 20, Features Intersected: LITTLE BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.677, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.4 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: 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: Low Slump Concrete
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Structure Number: 4137, Location: 0.2 MILE N OF JCT I-80 (Lat: 41.651169, Lng: -93.775819), Route carried "on" structure: Ramp Interstate 80, Year Built: 1958, Year Reconstructed: 2009, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 14,100 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 14,100 (year 2041), Design Load: H 20, Features Intersected: IAIS RR, Facility Carried by Structure: IA 141
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.388, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 48.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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
Structure Number: 4137, Location: 0.2 MILE N OF JCT I-80 (Lat: 41.651169, Lng: -93.775819), Route carried "on" structure: Ramp Interstate 80, Year Built: 1958, Year Reconstructed: 2009, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 14,100 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 14,100 (year 2041), Design Load: H 20, Features Intersected: IAIS RR, Facility Carried by Structure: IA 141
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.388, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 48.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: 281471, Location: 079251600 (Lat: 41.658489, Lng: -93.768061), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 9,000 (year 2012), Average Future Daily Traffic: 9,000 (year 2041), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: SE 37TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.864, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
Structure Number: 281471, Location: 079251600 (Lat: 41.658489, Lng: -93.768061), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 9,000 (year 2012), Average Future Daily Traffic: 9,000 (year 2041), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: SE 37TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.864, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
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Structure Number: 282271, Location: 080252902 (Lat: 41.704558, Lng: -93.794619), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 1,690 (year 2012), Average Future Daily Traffic: 1,690 (year 2040), Design Load: HL 93, Features Intersected: LITTLE BEAVER CREEK, Facility Carried by Structure: NORTH JAMES ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.796, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.7 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: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 282271, Location: 080252902 (Lat: 41.704558, Lng: -93.794619), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 1,690 (year 2012), Average Future Daily Traffic: 1,690 (year 2040), Design Load: HL 93, Features Intersected: LITTLE BEAVER CREEK, Facility Carried by Structure: NORTH JAMES ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.796, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.7 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: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 50497, Location: 080253200 (Lat: 41.693992, Lng: -93.794594), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,600 (year 2012), Average Future Daily Traffic: 6,600 (year 2041), Design Load: HS 20, Features Intersected: TRIB LITTLE BEAVER CREEK, Facility Carried by Structure: NORTH JAMES ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.623, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
Structure Number: 50497, Location: 080253200 (Lat: 41.693992, Lng: -93.794594), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,600 (year 2012), Average Future Daily Traffic: 6,600 (year 2041), Design Load: HS 20, Features Intersected: TRIB LITTLE BEAVER CREEK, Facility Carried by Structure: NORTH JAMES ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.623, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
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Structure Number: 504975, Location: 080252900 (Lat: 41.710467, Lng: -93.788497), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 302 (year 2018), Average Future Daily Traffic: 302 (year 2041), Design Load: HS 20, Features Intersected: LITTLE BEAVER CREEK, Facility Carried by Structure: N PARK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.956, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
Structure Number: 504975, Location: 080252900 (Lat: 41.710467, Lng: -93.788497), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 302 (year 2018), Average Future Daily Traffic: 302 (year 2041), Design Load: HS 20, Features Intersected: LITTLE BEAVER CREEK, Facility Carried by Structure: N PARK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.956, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
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Structure Number: 505285, Location: 080253200 (Lat: 41.698036, Lng: -93.790106), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 151 (year 2018), Average Future Daily Traffic: 151 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: N MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.093, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 505285, Location: 080253200 (Lat: 41.698036, Lng: -93.790106), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 151 (year 2018), Average Future Daily Traffic: 151 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: N MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.093, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 505485, Location: 080253200 (Lat: 41.700992, Lng: -93.791369), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 589 (year 2018), Average Future Daily Traffic: 589 (year 2040), Design Load: HL 93, Features Intersected: LITTLE BEAVER CREEK TRIB, Facility Carried by Structure: NW BEAVERBROOK BLV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.275, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 505485, Location: 080253200 (Lat: 41.700992, Lng: -93.791369), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 589 (year 2018), Average Future Daily Traffic: 589 (year 2040), Design Load: HL 93, Features Intersected: LITTLE BEAVER CREEK TRIB, Facility Carried by Structure: NW BEAVERBROOK BLV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.275, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 60292, Location: AT JCT. IOWA #44 (Lat: 41.688744, Lng: -93.774472), Route carried "on" structure: State highway 141, Year Built: 1974, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 8,350 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,350 (year 2040), Design Load: HS 20, Features Intersected: IA 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 245.422, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 60292, Location: AT JCT. IOWA #44 (Lat: 41.688744, Lng: -93.774472), Route carried "on" structure: State highway 141, Year Built: 1974, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 8,350 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,350 (year 2040), Design Load: HS 20, Features Intersected: IA 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 245.422, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 602922, Location: AT JCT. IOWA #44 (Lat: 41.688128, Lng: -93.774150), Route carried "on" structure: State highway 141, Year Built: 1974, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 8,350 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,350 (year 2040), Design Load: HS 20, Features Intersected: IA 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.564, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 602922, Location: AT JCT. IOWA #44 (Lat: 41.688128, Lng: -93.774150), Route carried "on" structure: State highway 141, Year Built: 1974, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 8,350 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,350 (year 2040), Design Load: HS 20, Features Intersected: IA 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.564, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 505485, Location: 080253200 (Lat: 41.700992, Lng: -93.791369), Route carried "under" structure: City street , Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 589 (year 2018), Features Intersected: LITTLE BEAVER CREEK TRIB, Facility Carried by Structure: NW BEAVERBROOK BLV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.514, Lanes on structure: 4, Material/Design: Concrete continuous, Design/Construction: Culvert, Length of Maximum Span: 4.0m (13.1ft)
Structure Number: 505485, Location: 080253200 (Lat: 41.700992, Lng: -93.791369), Route carried "under" structure: City street , Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 589 (year 2018), Features Intersected: LITTLE BEAVER CREEK TRIB, Facility Carried by Structure: NW BEAVERBROOK BLV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.514, Lanes on structure: 4, Material/Design: Concrete continuous, Design/Construction: Culvert, Length of Maximum Span: 4.0m (13.1ft)
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Structure Number: 60292, Location: AT JCT. IOWA #44 (Lat: 41.688744, Lng: -93.774472), Route carried "under" structure: State highway 44, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 6,250 (year 2020), Truck Traffic: 4%, Features Intersected: IA 44, Facility Carried by Structure: EB/SB IA 141
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 168.093, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 60292, Location: AT JCT. IOWA #44 (Lat: 41.688744, Lng: -93.774472), Route carried "under" structure: State highway 44, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 6,250 (year 2020), Truck Traffic: 4%, Features Intersected: IA 44, Facility Carried by Structure: EB/SB IA 141
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 168.093, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 602922, Location: AT JCT. IOWA #44 (Lat: 41.688128, Lng: -93.774150), Route carried "under" structure: State highway 44, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 6,250 (year 2020), Truck Traffic: 4%, Features Intersected: IA 44, Facility Carried by Structure: WB/NB IA 141
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 168.122, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 602922, Location: AT JCT. IOWA #44 (Lat: 41.688128, Lng: -93.774150), Route carried "under" structure: State highway 44, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 6,250 (year 2020), Truck Traffic: 4%, Features Intersected: IA 44, Facility Carried by Structure: WB/NB IA 141
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 168.122, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)