Bridge Statistics for Artesia, New Mexico (NM)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 246ft / 74.6mTotal length
- $3,894,000Total costs
- 89,491Total average daily traffic
- 11,991Total average daily truck traffic
- 118,185Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Artesia
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 31940-1949
- 31960-1969
- 51970-1979
- 21980-1989
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 42000-2009
- Bridge Condition - Deck
- 55.6%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 55.6%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 44.4%Good
- 44.4%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 6.3%Excellent
- 12.5%Very good
- 68.8%Good
- 12.5%Satisfactory
- Bridge Condition - Culverts
- 14.3%Excellent
- 28.6%Very good
- 28.6%Good
- 14.3%Satisfactory
- 14.3%Fair
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Structure Number: 2116, Location: 0.6 M N JCT US-82/ARTESIA (Lat: 32.851494, Lng: -104.398128), Route carried "on" structure: US 285, Year Built: 1934, Year Reconstructed: 1969, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10,901 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 12,241 (year 2040), Design Load: H 15, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.582, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2019
Structure Number: 2116, Location: 0.6 M N JCT US-82/ARTESIA (Lat: 32.851494, Lng: -104.398128), Route carried "on" structure: US 285, Year Built: 1934, Year Reconstructed: 1969, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10,901 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 12,241 (year 2040), Design Load: H 15, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.582, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2019
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Structure Number: 5567, Location: 3.4 M E JCT US285/ARTESIA (Lat: 32.842242, Lng: -104.339517), Route carried "on" structure: US 82, Year Built: 1979, Year Reconstructed: 2014, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,502 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 10,889 (year 2040), Design Load: H 20, Features Intersected: PECOS RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.832, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.7m (5.6ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 40.5 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $15,000, Total Project Cost: $30,000 ( Estimate for 2020)
Structure Number: 5567, Location: 3.4 M E JCT US285/ARTESIA (Lat: 32.842242, Lng: -104.339517), Route carried "on" structure: US 82, Year Built: 1979, Year Reconstructed: 2014, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,502 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 10,889 (year 2040), Design Load: H 20, Features Intersected: PECOS RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.832, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.7m (5.6ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 40.5 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $15,000, Total Project Cost: $30,000 ( Estimate for 2020)
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Structure Number: 5568, Location: 3.5 MI E OF JCT US-285 (Lat: 32.842033, Lng: -104.337742), Route carried "on" structure: US 82, Year Built: 1941, Year Reconstructed: 2014, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 7,502 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 10,889 (year 2040), Design Load: H 20, Features Intersected: PECOS RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 178.042, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 30, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $15,000, Total Project Cost: $30,000 ( Estimate for 2020)
Structure Number: 5568, Location: 3.5 MI E OF JCT US-285 (Lat: 32.842033, Lng: -104.337742), Route carried "on" structure: US 82, Year Built: 1941, Year Reconstructed: 2014, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 7,502 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 10,889 (year 2040), Design Load: H 20, Features Intersected: PECOS RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 178.042, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 30, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $15,000, Total Project Cost: $30,000 ( Estimate for 2020)
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Structure Number: 5569, Location: 3.6 MI E OF JCT US-285 (Lat: 32.841875, Lng: -104.336433), Route carried "on" structure: US 82, Year Built: 1941, Year Reconstructed: 2014, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 7,502 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 10,889 (year 2040), Design Load: H 20, Features Intersected: PECOS RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 178.122, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 20, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 40.5 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $15,000, Total Project Cost: $30,000 ( Estimate for 2020)
Structure Number: 5569, Location: 3.6 MI E OF JCT US-285 (Lat: 32.841875, Lng: -104.336433), Route carried "on" structure: US 82, Year Built: 1941, Year Reconstructed: 2014, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 7,502 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 10,889 (year 2040), Design Load: H 20, Features Intersected: PECOS RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 178.122, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 20, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 40.5 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $15,000, Total Project Cost: $30,000 ( Estimate for 2020)
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Structure Number: 557, Location: 3.8 MI E OF JCT US-285 (Lat: 32.841594, Lng: -104.334117), Route carried "on" structure: US 82, Year Built: 1941, Year Reconstructed: 2014, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 7,502 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 10,889 (year 2040), Design Load: H 20, Features Intersected: PECOS RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 178.315, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 20, Length of Maximum Span: 1.7m (5.6ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 40.5 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $15,000, Total Project Cost: $30,000 ( Estimate for 2020)
Structure Number: 557, Location: 3.8 MI E OF JCT US-285 (Lat: 32.841594, Lng: -104.334117), Route carried "on" structure: US 82, Year Built: 1941, Year Reconstructed: 2014, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 7,502 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 10,889 (year 2040), Design Load: H 20, Features Intersected: PECOS RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 178.315, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 20, Length of Maximum Span: 1.7m (5.6ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 40.5 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $15,000, Total Project Cost: $30,000 ( Estimate for 2020)
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Structure Number: 6939, Location: 0.3 MI N JCT US82 ARTESIA (Lat: 32.847150, Lng: -104.398000), Route carried "on" structure: US 285, Year Built: 1969, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 10,901 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 12,241 (year 2040), Design Load: HS 20, Features Intersected: EAGLE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.688, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6939, Location: 0.3 MI N JCT US82 ARTESIA (Lat: 32.847150, Lng: -104.398000), Route carried "on" structure: US 285, Year Built: 1969, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 10,901 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 12,241 (year 2040), Design Load: HS 20, Features Intersected: EAGLE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.688, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 694, Location: 0.3 MI N OF US-82/ARTESIA (Lat: 32.845903, Lng: -104.412739), Route carried "on" structure: City street 4167, Year Built: 1969, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 4,048 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,774 (year 2040), Design Load: HS 20, Features Intersected: EAGLE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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, 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 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 694, Location: 0.3 MI N OF US-82/ARTESIA (Lat: 32.845903, Lng: -104.412739), Route carried "on" structure: City street 4167, Year Built: 1969, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 4,048 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,774 (year 2040), Design Load: HS 20, Features Intersected: EAGLE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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, 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 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6941, Location: 0.3 MI N OF US-82/ARTESIA (Lat: 32.846019, Lng: -104.404794), Route carried "on" structure: City street 5266, Year Built: 1969, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 2,696 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,256 (year 2040), Design Load: HS 20, Features Intersected: EAGLE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6941, Location: 0.3 MI N OF US-82/ARTESIA (Lat: 32.846019, Lng: -104.404794), Route carried "on" structure: City street 5266, Year Built: 1969, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 2,696 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,256 (year 2040), Design Load: HS 20, Features Intersected: EAGLE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7351, Location: 1.8 MI W OF JCT US-285 (Lat: 32.842378, Lng: -104.422311), Route carried "on" structure: US 82, Year Built: 1972, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,387 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,793 (year 2040), Design Load: HS 20, Features Intersected: EAGLE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 170.085, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $357,000, Roadway Improvement Cost: $36,000, Total Project Cost: $536,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7351, Location: 1.8 MI W OF JCT US-285 (Lat: 32.842378, Lng: -104.422311), Route carried "on" structure: US 82, Year Built: 1972, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,387 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,793 (year 2040), Design Load: HS 20, Features Intersected: EAGLE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 170.085, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $357,000, Roadway Improvement Cost: $36,000, Total Project Cost: $536,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7448, Location: 5.1 MI E OF JCT US-285 (Lat: 32.836725, Lng: -104.311556), Route carried "on" structure: US 82, Year Built: 1974, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 7,502 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 10,889 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 181.292, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 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: September 2021
Structure Number: 7448, Location: 5.1 MI E OF JCT US-285 (Lat: 32.836725, Lng: -104.311556), Route carried "on" structure: US 82, Year Built: 1974, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 7,502 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 10,889 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 181.292, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 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: September 2021
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Structure Number: 7935, Location: 4.1 MI E OF JCT US-285 (Lat: 32.840836, Lng: -104.327800), Route carried "on" structure: US 82, Year Built: 1982, Status: Open, Structure Length: 17.50m (57.41ft), Average Daily Traffic: 7,502 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 10,889 (year 2040), Design Load: HS 20, Features Intersected: PECOS RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 178.798, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.50m (57.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,294,000, Roadway Improvement Cost: $129,000, Total Project Cost: $1,942,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7935, Location: 4.1 MI E OF JCT US-285 (Lat: 32.840836, Lng: -104.327800), Route carried "on" structure: US 82, Year Built: 1982, Status: Open, Structure Length: 17.50m (57.41ft), Average Daily Traffic: 7,502 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 10,889 (year 2040), Design Load: HS 20, Features Intersected: PECOS RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 178.798, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.50m (57.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,294,000, Roadway Improvement Cost: $129,000, Total Project Cost: $1,942,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7936, Location: 4.3 MI E OF JCT US-285 (Lat: 32.840364, Lng: -104.323872), Route carried "on" structure: US 82, Year Built: 1982, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 7,502 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 10,889 (year 2040), Design Load: HS 20, Features Intersected: PECOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.280, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.67m (38.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $864,000, Roadway Improvement Cost: $86,000, Total Project Cost: $1,296,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7936, Location: 4.3 MI E OF JCT US-285 (Lat: 32.840364, Lng: -104.323872), Route carried "on" structure: US 82, Year Built: 1982, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 7,502 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 10,889 (year 2040), Design Load: HS 20, Features Intersected: PECOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.280, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.67m (38.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $864,000, Roadway Improvement Cost: $86,000, Total Project Cost: $1,296,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8588, Location: 0.6 MI S OF US-82/ARTESIA (Lat: 32.834231, Lng: -104.429861), Route carried "on" structure: City street 4166, Year Built: 1973, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 3,007 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,368 (year 2040), Design Load: HS 20, Features Intersected: EAGLE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8588, Location: 0.6 MI S OF US-82/ARTESIA (Lat: 32.834231, Lng: -104.429861), Route carried "on" structure: City street 4166, Year Built: 1973, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 3,007 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,368 (year 2040), Design Load: HS 20, Features Intersected: EAGLE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8589, Location: 1.4 MI W US-285/ARTESIA (Lat: 32.838919, Lng: -104.423325), Route carried "on" structure: City street 5265, Year Built: 1973, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 1,435 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,338 (year 2040), Design Load: HS 20, Features Intersected: EAGLE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8589, Location: 1.4 MI W US-285/ARTESIA (Lat: 32.838919, Lng: -104.423325), Route carried "on" structure: City street 5265, Year Built: 1973, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 1,435 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,338 (year 2040), Design Load: HS 20, Features Intersected: EAGLE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9588, Location: 4.6 MI N OF JCT US-82 (Lat: 32.913289, Lng: -104.895486), Route carried "on" structure: State highway 13, Year Built: 2013, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 231 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 433 (year 2040), Design Load: HS 20, Features Intersected: EAGLE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.419, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.7m (74.5ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9588, Location: 4.6 MI N OF JCT US-82 (Lat: 32.913289, Lng: -104.895486), Route carried "on" structure: State highway 13, Year Built: 2013, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 231 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 433 (year 2040), Design Load: HS 20, Features Intersected: EAGLE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.419, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.7m (74.5ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9675, Location: 0.2 miles nof jct US 82 (Lat: 32.845992, Lng: -104.421353), Route carried "on" structure: City street 1501, Year Built: 2013, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 371 (year 2020), Average Future Daily Traffic: 518 (year 2040), Design Load: HS 20, Features Intersected: US 82, Facility Carried by Structure: Cetennial Drive
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018
Structure Number: 9675, Location: 0.2 miles nof jct US 82 (Lat: 32.845992, Lng: -104.421353), Route carried "on" structure: City street 1501, Year Built: 2013, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 371 (year 2020), Average Future Daily Traffic: 518 (year 2040), Design Load: HS 20, Features Intersected: US 82, Facility Carried by Structure: Cetennial Drive
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018