Bridge Statistics for Carrizozo, New Mexico (NM)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 125ft / 37.8mTotal length
- $1,458,000Total costs
- 32,919Total average daily traffic
- 5,993Total average daily truck traffic
- 37,927Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Carrizozo
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 111940-1949
- 21980-1989
- 21990-1999
- 42010-2019
- Bridge Condition - Deck
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 10.5%Excellent
- 5.3%Very good
- 73.7%Good
- 10.5%Satisfactory
- Bridge Condition - Culverts
- 11.8%Very good
- 23.5%Good
- 52.9%Satisfactory
- 11.8%Fair
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Structure Number: 2064, Location: 1.4 MI N OF US-380/CARRIZ (Lat: 33.662972, Lng: -105.859772), Route carried "on" structure: US 54, Year Built: 1936, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 1,603 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,237 (year 2040), Design Load: H 15, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 201.007, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $123,000, Roadway Improvement Cost: $12,000, Total Project Cost: $185,000 ( Estimate for 2020)
Structure Number: 2064, Location: 1.4 MI N OF US-380/CARRIZ (Lat: 33.662972, Lng: -105.859772), Route carried "on" structure: US 54, Year Built: 1936, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 1,603 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,237 (year 2040), Design Load: H 15, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 201.007, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $123,000, Roadway Improvement Cost: $12,000, Total Project Cost: $185,000 ( Estimate for 2020)
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Structure Number: 5395, Location: 7.4 MI E OF US-54/CARRIZO (Lat: 33.608958, Lng: -105.747719), Route carried "on" structure: US 380, Year Built: 1947, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,697 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,463 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.450, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $7,000, Total Project Cost: $105,000 ( Estimate for 2020)
Structure Number: 5395, Location: 7.4 MI E OF US-54/CARRIZO (Lat: 33.608958, Lng: -105.747719), Route carried "on" structure: US 380, Year Built: 1947, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,697 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,463 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.450, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $7,000, Total Project Cost: $105,000 ( Estimate for 2020)
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Structure Number: 5396, Location: 7.19 M E JCT US54/CARRIZO (Lat: 33.611364, Lng: -105.754467), Route carried "on" structure: US 380, Year Built: 1947, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,697 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,463 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.861, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $12,000, Total Project Cost: $188,000 ( Estimate for 2020)
Structure Number: 5396, Location: 7.19 M E JCT US54/CARRIZO (Lat: 33.611364, Lng: -105.754467), Route carried "on" structure: US 380, Year Built: 1947, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,697 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,463 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.861, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $12,000, Total Project Cost: $188,000 ( Estimate for 2020)
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Structure Number: 5397, Location: 6.95 M E JCT US54/CARRIZO (Lat: 33.612586, Lng: -105.758469), Route carried "on" structure: US 380, Year Built: 1947, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,697 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,463 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.389, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $5,000, Total Project Cost: $85,000 ( Estimate for 2020)
Structure Number: 5397, Location: 6.95 M E JCT US54/CARRIZO (Lat: 33.612586, Lng: -105.758469), Route carried "on" structure: US 380, Year Built: 1947, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,697 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,463 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.389, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $5,000, Total Project Cost: $85,000 ( Estimate for 2020)
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Structure Number: 5398, Location: 6.14 M E JCT US54/CARRIZO (Lat: 33.616586, Lng: -105.771694), Route carried "on" structure: US 380, Year Built: 1947, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,697 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,463 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.089, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $4,000, Total Project Cost: $63,000 ( Estimate for 2020)
Structure Number: 5398, Location: 6.14 M E JCT US54/CARRIZO (Lat: 33.616586, Lng: -105.771694), Route carried "on" structure: US 380, Year Built: 1947, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,697 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,463 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.089, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $4,000, Total Project Cost: $63,000 ( Estimate for 2020)
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Structure Number: 5399, Location: 4.75 M E JCT US54/CARRIZO (Lat: 33.623422, Lng: -105.794319), Route carried "on" structure: US 380, Year Built: 1947, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 1,697 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,463 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.862, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Bridge Improvement Cost: $134,000, Roadway Improvement Cost: $13,000, Total Project Cost: $202,000 ( Estimate for 2020)
Structure Number: 5399, Location: 4.75 M E JCT US54/CARRIZO (Lat: 33.623422, Lng: -105.794319), Route carried "on" structure: US 380, Year Built: 1947, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 1,697 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,463 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.862, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Bridge Improvement Cost: $134,000, Roadway Improvement Cost: $13,000, Total Project Cost: $202,000 ( Estimate for 2020)
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Structure Number: 54, Location: 3.3 MI E OF US-54/CARRIZO (Lat: 33.630508, Lng: -105.817775), Route carried "on" structure: US 380, Year Built: 1947, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,697 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,463 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.581, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $4,000, Total Project Cost: $63,000 ( Estimate for 2030)
Structure Number: 54, Location: 3.3 MI E OF US-54/CARRIZO (Lat: 33.630508, Lng: -105.817775), Route carried "on" structure: US 380, Year Built: 1947, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,697 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,463 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.581, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $4,000, Total Project Cost: $63,000 ( Estimate for 2030)
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Structure Number: 5401, Location: 2.8 MI E OF US-54/CARRIZO (Lat: 33.632811, Lng: -105.825414), Route carried "on" structure: US 380, Year Built: 1947, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,697 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,463 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.806, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $4,000, Total Project Cost: $63,000 ( Estimate for 2020)
Structure Number: 5401, Location: 2.8 MI E OF US-54/CARRIZO (Lat: 33.632811, Lng: -105.825414), Route carried "on" structure: US 380, Year Built: 1947, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,697 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,463 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.806, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $4,000, Total Project Cost: $63,000 ( Estimate for 2020)
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Structure Number: 5402, Location: 2.6 MI E OF US-54/CARRIZO (Lat: 33.634019, Lng: -105.829408), Route carried "on" structure: US 380, Year Built: 1947, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,697 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,463 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.466, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019
Structure Number: 5402, Location: 2.6 MI E OF US-54/CARRIZO (Lat: 33.634019, Lng: -105.829408), Route carried "on" structure: US 380, Year Built: 1947, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,697 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,463 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.466, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019
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Structure Number: 5403, Location: 2.1 MI E OF US-54/CARRIZO (Lat: 33.636106, Lng: -105.836308), Route carried "on" structure: US 380, Year Built: 1947, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,697 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,463 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.750, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $5,000, Total Project Cost: $85,000 ( Estimate for 2020)
Structure Number: 5403, Location: 2.1 MI E OF US-54/CARRIZO (Lat: 33.636106, Lng: -105.836308), Route carried "on" structure: US 380, Year Built: 1947, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,697 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,463 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.750, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $5,000, Total Project Cost: $85,000 ( Estimate for 2020)
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Structure Number: 5405, Location: 2.6 MI S OF US-380/CARRIZ (Lat: 33.621175, Lng: -105.907267), Route carried "on" structure: US 54, Year Built: 1947, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,749 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,350 (year 2040), Design Load: H 15, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.572, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $89,000, Roadway Improvement Cost: $8,000, Total Project Cost: $134,000 ( Estimate for 2020)
Structure Number: 5405, Location: 2.6 MI S OF US-380/CARRIZ (Lat: 33.621175, Lng: -105.907267), Route carried "on" structure: US 54, Year Built: 1947, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,749 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,350 (year 2040), Design Load: H 15, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.572, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $89,000, Roadway Improvement Cost: $8,000, Total Project Cost: $134,000 ( Estimate for 2020)
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Structure Number: 5406, Location: 3.4 MI S OF US-380/CARRIZ (Lat: 33.614219, Lng: -105.917244), Route carried "on" structure: US 54, Year Built: 1947, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,749 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,350 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 193.369, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $190,000, Roadway Improvement Cost: $19,000, Total Project Cost: $285,000 ( Estimate for 2020)
Structure Number: 5406, Location: 3.4 MI S OF US-380/CARRIZ (Lat: 33.614219, Lng: -105.917244), Route carried "on" structure: US 54, Year Built: 1947, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,749 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,350 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 193.369, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $190,000, Roadway Improvement Cost: $19,000, Total Project Cost: $285,000 ( Estimate for 2020)
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Structure Number: 864, Location: 3.2 MI W OF US-54/CARRIZO (Lat: 33.677392, Lng: -105.913311), Route carried "on" structure: US 380, Year Built: 1989, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 1,452 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,108 (year 2040), Design Load: HS 20, Features Intersected: NOGAL DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.013, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 864, Location: 3.2 MI W OF US-54/CARRIZO (Lat: 33.677392, Lng: -105.913311), Route carried "on" structure: US 380, Year Built: 1989, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 1,452 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,108 (year 2040), Design Load: HS 20, Features Intersected: NOGAL DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.013, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 866, Location: 0.1 M E Jct US54/CARRIZO (Lat: 33.644753, Lng: -105.869264), Route carried "on" structure: US 380, Year Built: 1987, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 1,697 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,463 (year 2040), Design Load: HS 20, Features Intersected: Union Pacific Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.911, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 866, Location: 0.1 M E Jct US54/CARRIZO (Lat: 33.644753, Lng: -105.869264), Route carried "on" structure: US 380, Year Built: 1987, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 1,697 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,463 (year 2040), Design Load: HS 20, Features Intersected: Union Pacific Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.911, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8972, Location: 0.7 MI N JCT US54/380 (Lat: 33.653497, Lng: -105.863542), Route carried "on" structure: US 54, Year Built: 1998, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,603 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,237 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 200.041, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8972, Location: 0.7 MI N JCT US54/380 (Lat: 33.653497, Lng: -105.863542), Route carried "on" structure: US 54, Year Built: 1998, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,603 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,237 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 200.041, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8973, Location: 3.7 MI N JCT US-54/380 (Lat: 33.696725, Lng: -105.847453), Route carried "on" structure: US 54, Year Built: 1998, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,621 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,251 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 205.030, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: April 2021
Structure Number: 8973, Location: 3.7 MI N JCT US-54/380 (Lat: 33.696725, Lng: -105.847453), Route carried "on" structure: US 54, Year Built: 1998, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,621 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,251 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 205.030, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: April 2021
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Structure Number: 9598, Location: 16.3 M S Jct. US 54/380 (Lat: 33.468244, Lng: -106.059633), Route carried "on" structure: US 54, Year Built: 2014, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 1,749 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,350 (year 2040), Design Load: H 20, Features Intersected: Unnamed Waterway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 171.958, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: May 2019
Structure Number: 9598, Location: 16.3 M S Jct. US 54/380 (Lat: 33.468244, Lng: -106.059633), Route carried "on" structure: US 54, Year Built: 2014, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 1,749 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,350 (year 2040), Design Load: H 20, Features Intersected: Unnamed Waterway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 171.958, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: May 2019
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Structure Number: 9603, Location: 22.04 M S Jct. 54/380 (Lat: 33.393342, Lng: -106.072508), Route carried "on" structure: US 54, Year Built: 2014, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,749 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,350 (year 2040), Design Load: HS 20, Features Intersected: Unamed waterway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.574, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019
Structure Number: 9603, Location: 22.04 M S Jct. 54/380 (Lat: 33.393342, Lng: -106.072508), Route carried "on" structure: US 54, Year Built: 2014, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,749 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,350 (year 2040), Design Load: HS 20, Features Intersected: Unamed waterway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.574, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019
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Structure Number: 9634, Location: 13.5 MI N OF US-380/CARRI (Lat: 33.836381, Lng: -105.832417), Route carried "on" structure: US 54, Year Built: 2015, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 1,337 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,032 (year 2040), Design Load: HL 93, Features Intersected: COYOTE CANYON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 220.721, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9634, Location: 13.5 MI N OF US-380/CARRI (Lat: 33.836381, Lng: -105.832417), Route carried "on" structure: US 54, Year Built: 2015, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 1,337 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,032 (year 2040), Design Load: HL 93, Features Intersected: COYOTE CANYON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 220.721, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 964, Location: 18.8 MI N OF US-380/CARRZ (Lat: 33.907664, Lng: -105.810611), Route carried "on" structure: US 54, Year Built: 2015, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,337 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,032 (year 2040), Design Load: HL 93, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 229.135, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 86.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019
Structure Number: 964, Location: 18.8 MI N OF US-380/CARRZ (Lat: 33.907664, Lng: -105.810611), Route carried "on" structure: US 54, Year Built: 2015, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,337 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,032 (year 2040), Design Load: HL 93, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 229.135, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 86.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019