Bridge Statistics for Crescent, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 377ft / 115mTotal length
- 60,200Total average daily traffic
- 8,768Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Crescent
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 31950-1959
- 11960-1969
- 101970-1979
- 31980-1989
- 11990-1999
- 32000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 6.3%Very good
- 43.8%Good
- 31.3%Satisfactory
- 12.5%Fair
- 6.3%Poor
- Bridge Condition - Superstructure
- 43.8%Very good
- 18.8%Good
- 12.5%Satisfactory
- 18.8%Fair
- 6.3%Poor
- Bridge Condition - Substructure
- 12.5%Very good
- 50.0%Good
- 6.3%Satisfactory
- 18.8%Fair
- 6.3%Poor
- 6.3%Serious
- Bridge Condition - Channel
- 5.9%Good
- 76.5%Satisfactory
- 17.6%Fair
- Bridge Condition - Culverts
- 75.0%Satisfactory
- 25.0%Fair
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Structure Number: 4397, Location: 076443608 (Lat: 41.345725, Lng: -95.854769), Route carried "on" structure: County highway , Year Built: 1942, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,770 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 2,770 (year 2040), Design Load: H 20, Features Intersected: LAPWORTH CREEK, Facility Carried by Structure: OLD LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.613, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 4397, Location: 076443608 (Lat: 41.345725, Lng: -95.854769), Route carried "on" structure: County highway , Year Built: 1942, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,770 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 2,770 (year 2040), Design Load: H 20, Features Intersected: LAPWORTH CREEK, Facility Carried by Structure: OLD LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.613, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 43991, Location: 076441310 (Lat: 41.385844, Lng: -95.844428), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 2,440 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 2,440 (year 2040), Design Load: HL 93, Features Intersected: SIMONS RUN, Facility Carried by Structure: OLD LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.646, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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, Deck Geometry: Meets minimum limits, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 43991, Location: 076441310 (Lat: 41.385844, Lng: -95.844428), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 2,440 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 2,440 (year 2040), Design Load: HL 93, Features Intersected: SIMONS RUN, Facility Carried by Structure: OLD LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.646, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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, Deck Geometry: Meets minimum limits, 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, 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: 44001, Location: 076430612 (Lat: 41.406422, Lng: -95.833897), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 2,440 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 2,440 (year 2039), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: L 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.122, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 44001, Location: 076430612 (Lat: 41.406422, Lng: -95.833897), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 2,440 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 2,440 (year 2039), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: L 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.122, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 44011, Location: 077443503 (Lat: 41.433456, Lng: -95.867089), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 1,180 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,180 (year 2040), Design Load: HS 20, Features Intersected: HONEY CREEK, Facility Carried by Structure: OLD LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.523, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44011, Location: 077443503 (Lat: 41.433456, Lng: -95.867089), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 1,180 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,180 (year 2040), Design Load: HS 20, Features Intersected: HONEY CREEK, Facility Carried by Structure: OLD LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.523, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 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: 44921, Location: AT W JCT. I-29 (Lat: 41.354703, Lng: -95.900119), Route carried "on" structure: Interstate 29, Year Built: 1977, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 1,070 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,070 (year 2040), Design Load: HS 20, Features Intersected: I-29, Facility Carried by Structure: G37
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.504, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 44921, Location: AT W JCT. I-29 (Lat: 41.354703, Lng: -95.900119), Route carried "on" structure: Interstate 29, Year Built: 1977, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 1,070 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,070 (year 2040), Design Load: HS 20, Features Intersected: I-29, Facility Carried by Structure: G37
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.504, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 4493, Location: AT JCT. SR L19 (Lat: 41.419342, Lng: -95.901192), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 230 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 230 (year 2041), Design Load: H 15, Features Intersected: I-29, Facility Carried by Structure: L19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.043, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 4493, Location: AT JCT. SR L19 (Lat: 41.419342, Lng: -95.901192), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 230 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 230 (year 2041), Design Load: H 15, Features Intersected: I-29, Facility Carried by Structure: L19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.043, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 28891, Location: 076430506 (Lat: 41.417433, Lng: -95.818953), Route carried "on" structure: County highway , Year Built: 1966, Year Reconstructed: 2001, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 640 (year 2016), Average Future Daily Traffic: 640 (year 2040), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: FM-COLDWATER AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.576, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 28891, Location: 076430506 (Lat: 41.417433, Lng: -95.818953), Route carried "on" structure: County highway , Year Built: 1966, Year Reconstructed: 2001, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 640 (year 2016), Average Future Daily Traffic: 640 (year 2040), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: FM-COLDWATER AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.576, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 288951, Location: 076430503 (Lat: 41.413844, Lng: -95.822103), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 150 (year 2016), Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: FM-COUGAR AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.039, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 288951, Location: 076430503 (Lat: 41.413844, Lng: -95.822103), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 150 (year 2016), Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: FM-COUGAR AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.039, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 288961, Location: 076430705 (Lat: 41.391147, Lng: -95.825011), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 200 (year 2016), Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20, Features Intersected: SIMON RUN, Facility Carried by Structure: FM-MAHOGANY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 60.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 288961, Location: 076430705 (Lat: 41.391147, Lng: -95.825011), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 200 (year 2016), Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20, Features Intersected: SIMON RUN, Facility Carried by Structure: FM-MAHOGANY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 60.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 289031, Location: 076431803 (Lat: 41.390614, Lng: -95.832369), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 200 (year 2016), Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20, Features Intersected: SIMON RUN, Facility Carried by Structure: FM-MAHOGANY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.099, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 54.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 289031, Location: 076431803 (Lat: 41.390614, Lng: -95.832369), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 200 (year 2016), Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20, Features Intersected: SIMON RUN, Facility Carried by Structure: FM-MAHOGANY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.099, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 54.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 289171, Location: 076441203 (Lat: 41.391253, Lng: -95.849781), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 120 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: SKI HILL LOOP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.647, 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-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 76.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 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 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 289171, Location: 076441203 (Lat: 41.391253, Lng: -95.849781), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 120 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: SKI HILL LOOP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.647, 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-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 76.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 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 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 289211, Location: 076442401 (Lat: 41.376458, Lng: -95.858597), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 60 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: FM-MISSOURI AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.270, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 289211, Location: 076442401 (Lat: 41.376458, Lng: -95.858597), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 60 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: FM-MISSOURI AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.270, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 289221, Location: 076442403 (Lat: 41.362106, Lng: -95.845267), Route carried "on" structure: County highway , Year Built: 1976, Year Reconstructed: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,410 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 1,410 (year 2040), Design Load: H 20, Features Intersected: CRESCENT CREEK, Facility Carried by Structure: FM-BADGER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.494, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 289221, Location: 076442403 (Lat: 41.362106, Lng: -95.845267), Route carried "on" structure: County highway , Year Built: 1976, Year Reconstructed: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,410 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 1,410 (year 2040), Design Load: H 20, Features Intersected: CRESCENT CREEK, Facility Carried by Structure: FM-BADGER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.494, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 28924, Location: 076442609 (Lat: 41.360500, Lng: -95.872703), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 300 (year 2016), Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: FM-JOSLIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.610, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: 28924, Location: 076442609 (Lat: 41.360500, Lng: -95.872703), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 300 (year 2016), Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: FM-JOSLIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.610, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: 2893, Location: 076443403 (Lat: 41.343961, Lng: -95.886747), Route carried "on" structure: County highway , Year Built: 1924, Status: Closed, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 10 (year 2016), Average Future Daily Traffic: 10 (year 2037), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: INCA LANE
Minimum Vertical Clearance: 4.09m (13.42ft), Kilometerpoint: 0.092, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Serious, Channel: Satisfactory, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 15.00m (49.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2017, Critical Feature Inspection Date: May 2013, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 2893, Location: 076443403 (Lat: 41.343961, Lng: -95.886747), Route carried "on" structure: County highway , Year Built: 1924, Status: Closed, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 10 (year 2016), Average Future Daily Traffic: 10 (year 2037), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: INCA LANE
Minimum Vertical Clearance: 4.09m (13.42ft), Kilometerpoint: 0.092, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Serious, Channel: Satisfactory, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 15.00m (49.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2017, Critical Feature Inspection Date: May 2013, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 29113, Location: 077443404 (Lat: 41.426528, Lng: -95.891372), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 100 (year 2016), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: HONEY CREEK, Facility Carried by Structure: FM-152ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.693, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 29113, Location: 077443404 (Lat: 41.426528, Lng: -95.891372), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 100 (year 2016), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: HONEY CREEK, Facility Carried by Structure: FM-152ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.693, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 36197, Location: 076432003 (Lat: 41.376367, Lng: -95.814400), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10 (year 2016), Average Future Daily Traffic: 10 (year 2041), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: MAGNOLIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.505, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 36197, Location: 076432003 (Lat: 41.376367, Lng: -95.814400), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10 (year 2016), Average Future Daily Traffic: 10 (year 2041), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: MAGNOLIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.505, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 50463, Location: E75000505 (Lat: 41.363992, Lng: -95.858353), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 5,400 (year 2016), Average Future Daily Traffic: 5,400 (year 2040), Design Load: HS 20, Features Intersected: CRESENT CREEK, Facility Carried by Structure: OLD LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.641, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: 50463, Location: E75000505 (Lat: 41.363992, Lng: -95.858353), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 5,400 (year 2016), Average Future Daily Traffic: 5,400 (year 2040), Design Load: HS 20, Features Intersected: CRESENT CREEK, Facility Carried by Structure: OLD LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.641, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: 60268, Location: AT W JCT. I-29 (Lat: 41.354125, Lng: -95.900833), Route carried "on" structure: Interstate 680, Year Built: 1977, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 4,350 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 4,350 (year 2040), Design Load: HS 20, Features Intersected: I-29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.810, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 60268, Location: AT W JCT. I-29 (Lat: 41.354125, Lng: -95.900833), Route carried "on" structure: Interstate 680, Year Built: 1977, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 4,350 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 4,350 (year 2040), Design Load: HS 20, Features Intersected: I-29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.810, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 60904, Location: 076442603 (Lat: 41.359619, Lng: -95.881775), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 39.04m (128.08ft), Average Daily Traffic: 4,660 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 4,660 (year 2040), Design Load: HS 20, Features Intersected: PIGEON CR AND UP RR, Facility Carried by Structure: OL MORMON BR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.667, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 43.0m (141.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 79.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 60904, Location: 076442603 (Lat: 41.359619, Lng: -95.881775), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 39.04m (128.08ft), Average Daily Traffic: 4,660 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 4,660 (year 2040), Design Load: HS 20, Features Intersected: PIGEON CR AND UP RR, Facility Carried by Structure: OL MORMON BR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.667, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 43.0m (141.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 79.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior 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, 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: 44921, Location: AT W JCT. I-29 (Lat: 41.354703, Lng: -95.900119), Route carried "under" structure: Interstate 29, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 7,200 (year 2020), Truck Traffic: 20%, Features Intersected: I-29, Facility Carried by Structure: G37
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 99.919, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 44921, Location: AT W JCT. I-29 (Lat: 41.354703, Lng: -95.900119), Route carried "under" structure: Interstate 29, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 7,200 (year 2020), Truck Traffic: 20%, Features Intersected: I-29, Facility Carried by Structure: G37
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 99.919, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 4493, Location: AT JCT. SR L19 (Lat: 41.419342, Lng: -95.901192), Route carried "under" structure: Interstate 29, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 21%, Features Intersected: I-29, Facility Carried by Structure: L19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.140, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
Structure Number: 4493, Location: AT JCT. SR L19 (Lat: 41.419342, Lng: -95.901192), Route carried "under" structure: Interstate 29, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 21%, Features Intersected: I-29, Facility Carried by Structure: L19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.140, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
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Structure Number: 60268, Location: AT W JCT. I-29 (Lat: 41.354125, Lng: -95.900833), Route carried "under" structure: Interstate 29, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 6,200 (year 2020), Truck Traffic: 18%, Features Intersected: I-29, Facility Carried by Structure: EB I-680
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 99.877, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 60268, Location: AT W JCT. I-29 (Lat: 41.354125, Lng: -95.900833), Route carried "under" structure: Interstate 29, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 6,200 (year 2020), Truck Traffic: 18%, Features Intersected: I-29, Facility Carried by Structure: EB I-680
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 99.877, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 60904, Location: 076442603 (Lat: 41.359619, Lng: -95.881775), Route carried "under" structure: County highway , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 60 (year 2016), Truck Traffic: 7%, Features Intersected: PIGEON CR AND UP RR, Facility Carried by Structure: OL MORMON BR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft)
Structure Number: 60904, Location: 076442603 (Lat: 41.359619, Lng: -95.881775), Route carried "under" structure: County highway , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 60 (year 2016), Truck Traffic: 7%, Features Intersected: PIGEON CR AND UP RR, Facility Carried by Structure: OL MORMON BR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft)