Bridge Statistics for Carlsbad, New Mexico (NM)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 34Number of bridges
- 486ft / 148mTotal length
- $10,025,000Total costs
- 229,003Total average daily traffic
- 47,808Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Carlsbad
- No street view available for this location
- New bridges - historical statistics
- 51940-1949
- 101950-1959
- 11960-1969
- 21970-1979
- 31980-1989
- 11990-1999
- 82000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 31970-1979
- 11980-1989
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 52.2%Good
- 30.4%Satisfactory
- 17.4%Fair
- Bridge Condition - Superstructure
- 47.8%Good
- 34.8%Satisfactory
- 17.4%Fair
- Bridge Condition - Substructure
- 43.5%Good
- 47.8%Satisfactory
- 8.7%Fair
- Bridge Condition - Channel
- 12.9%Very good
- 67.7%Good
- 16.1%Satisfactory
- 3.2%Fair
- Bridge Condition - Culverts
- 30.0%Good
- 60.0%Satisfactory
- 10.0%Fair
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Structure Number: 1838, Location: 0.3 E of US-285/Carlsbad (Lat: 32.417933, Lng: -104.224306), Route carried "on" structure: US 62, Year Built: 1941, Year Reconstructed: 1984, Status: Open, Structure Length: 12.28m (40.29ft), Average Daily Traffic: 14,147 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 10,919 (year 2040), Design Load: H 15, Features Intersected: Pecos River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.534, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 41.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.28m (40.29ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 57 months, Inspection Date: September 2021, Underwater Inspection Date: December 2020, Bridge Improvement Cost: $1,600,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,100,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1838, Location: 0.3 E of US-285/Carlsbad (Lat: 32.417933, Lng: -104.224306), Route carried "on" structure: US 62, Year Built: 1941, Year Reconstructed: 1984, Status: Open, Structure Length: 12.28m (40.29ft), Average Daily Traffic: 14,147 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 10,919 (year 2040), Design Load: H 15, Features Intersected: Pecos River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.534, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 41.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.28m (40.29ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 57 months, Inspection Date: September 2021, Underwater Inspection Date: December 2020, Bridge Improvement Cost: $1,600,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,100,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1916, Location: 1.4 MI W OF US62/CARLSBAD (Lat: 32.414511, Lng: -104.252600), Route carried "on" structure: State highway 15524, Year Built: 1955, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 7,817 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 4,460 (year 2040), Design Load: HS 20, Features Intersected: SOUTHERN CANAL, Facility Carried by Structure: 15-524
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1916, Location: 1.4 MI W OF US62/CARLSBAD (Lat: 32.414511, Lng: -104.252600), Route carried "on" structure: State highway 15524, Year Built: 1955, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 7,817 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 4,460 (year 2040), Design Load: HS 20, Features Intersected: SOUTHERN CANAL, Facility Carried by Structure: 15-524
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3484, Location: 2.5 M N US-62/180/Carlsbd (Lat: 32.437511, Lng: -104.251167), Route carried "on" structure: US 285, Year Built: 1949, Year Reconstructed: 1978, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 16,200 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 14,546 (year 2040), Design Load: HS 20, Features Intersected: Unnamed Waterway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.486, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.0m (62.3ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $22,000, Total Project Cost: $337,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3484, Location: 2.5 M N US-62/180/Carlsbd (Lat: 32.437511, Lng: -104.251167), Route carried "on" structure: US 285, Year Built: 1949, Year Reconstructed: 1978, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 16,200 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 14,546 (year 2040), Design Load: HS 20, Features Intersected: Unnamed Waterway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.486, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.0m (62.3ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $22,000, Total Project Cost: $337,000 ( 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: 5489, Location: 0.3 Mi N US-285/Carlsbad (Lat: 32.439200, Lng: -104.228700), Route carried "on" structure: City street 4266, Year Built: 1954, Year Reconstructed: 1988, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 9,787 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 10,963 (year 2040), Design Load: HS 20, Features Intersected: Pecos River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 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, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2021, Other Special Inspection Date: May 2015, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $15,000, Total Project Cost: $30,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5489, Location: 0.3 Mi N US-285/Carlsbad (Lat: 32.439200, Lng: -104.228700), Route carried "on" structure: City street 4266, Year Built: 1954, Year Reconstructed: 1988, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 9,787 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 10,963 (year 2040), Design Load: HS 20, Features Intersected: Pecos River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 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, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2021, Other Special Inspection Date: May 2015, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $15,000, Total Project Cost: $30,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5564, Location: 8.7 M N JCT US62/CARLSBAD (Lat: 32.483436, Lng: -104.322753), Route carried "on" structure: US 285, Year Built: 1948, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 8,911 (year 2020), Truck Traffic: 42%, Average Future Daily Traffic: 3,964 (year 2040), Design Load: HS 20, Features Intersected: SOAPBERRY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.761, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), 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: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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: March 2021, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $6,000, Total Project Cost: $95,000 ( Estimate for 2020)
Structure Number: 5564, Location: 8.7 M N JCT US62/CARLSBAD (Lat: 32.483436, Lng: -104.322753), Route carried "on" structure: US 285, Year Built: 1948, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 8,911 (year 2020), Truck Traffic: 42%, Average Future Daily Traffic: 3,964 (year 2040), Design Load: HS 20, Features Intersected: SOAPBERRY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.761, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), 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: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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: March 2021, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $6,000, Total Project Cost: $95,000 ( Estimate for 2020)
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Structure Number: 5565, Location: 5.4 M N JCT US62/CARLSBAD (Lat: 32.470414, Lng: -104.279678), Route carried "on" structure: US 285, Year Built: 1948, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 7,920 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 8,224 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.417, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, 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: 89.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019
Structure Number: 5565, Location: 5.4 M N JCT US62/CARLSBAD (Lat: 32.470414, Lng: -104.279678), Route carried "on" structure: US 285, Year Built: 1948, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 7,920 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 8,224 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.417, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, 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: 89.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019
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Structure Number: 5566, Location: 4.3 M N JCT US62/CARLSBAD (Lat: 32.456989, Lng: -104.270625), Route carried "on" structure: US 285, Year Built: 1948, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 7,920 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 8,224 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.315, Lanes on structure: 4, 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: 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: June 2019
Structure Number: 5566, Location: 4.3 M N JCT US62/CARLSBAD (Lat: 32.456989, Lng: -104.270625), Route carried "on" structure: US 285, Year Built: 1948, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 7,920 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 8,224 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.315, Lanes on structure: 4, 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: 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: June 2019
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Structure Number: 5801, Location: 1.2 M N OF S JCT US62/180 (Lat: 32.406333, Lng: -104.226639), Route carried "on" structure: US 62, Year Built: 1956, Year Reconstructed: 2015, Status: Open, Structure Length: 14.66m (48.10ft), Average Daily Traffic: 23,941 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 33,690 (year 2040), Design Load: HS 20, Features Intersected: DARK CANYON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.129, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 45.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 14.26m (46.78ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,834,000, Roadway Improvement Cost: $183,000, Total Project Cost: $2,751,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 5801, Location: 1.2 M N OF S JCT US62/180 (Lat: 32.406333, Lng: -104.226639), Route carried "on" structure: US 62, Year Built: 1956, Year Reconstructed: 2015, Status: Open, Structure Length: 14.66m (48.10ft), Average Daily Traffic: 23,941 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 33,690 (year 2040), Design Load: HS 20, Features Intersected: DARK CANYON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.129, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 45.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 14.26m (46.78ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,834,000, Roadway Improvement Cost: $183,000, Total Project Cost: $2,751,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 5802, Location: 1.4 M N OF S Jct US62/180 (Lat: 32.409817, Lng: -104.228564), Route carried "on" structure: US 62, Year Built: 1956, Year Reconstructed: 2004, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 23,941 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 33,690 (year 2040), Design Load: HS 20, Features Intersected: Hackberry Draw/Plaza St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.649, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.5m (67.3ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.18m (33.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,028,000, Roadway Improvement Cost: $202,000, Total Project Cost: $3,042,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5802, Location: 1.4 M N OF S Jct US62/180 (Lat: 32.409817, Lng: -104.228564), Route carried "on" structure: US 62, Year Built: 1956, Year Reconstructed: 2004, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 23,941 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 33,690 (year 2040), Design Load: HS 20, Features Intersected: Hackberry Draw/Plaza St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.649, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.5m (67.3ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.18m (33.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,028,000, Roadway Improvement Cost: $202,000, Total Project Cost: $3,042,000 ( 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: 6094, Location: 1.1 MI W JCT US285/MERMOD (Lat: 32.421208, Lng: -104.247364), Route carried "on" structure: City street 4267, Year Built: 1957, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,489 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,028 (year 2040), Design Load: H 15, Features Intersected: SOUTHERN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, 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: 10.4m (34.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 6094, Location: 1.1 MI W JCT US285/MERMOD (Lat: 32.421208, Lng: -104.247364), Route carried "on" structure: City street 4267, Year Built: 1957, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,489 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,028 (year 2040), Design Load: H 15, Features Intersected: SOUTHERN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, 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: 10.4m (34.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 6095, Location: 1ST & CHURCH ST/CARLSBAD (Lat: 32.428764, Lng: -104.247083), Route carried "on" structure: City street 4268, Year Built: 1957, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 6,981 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,819 (year 2040), Design Load: H 15, Features Intersected: SOUTHERN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.6 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $15,000, Total Project Cost: $30,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6095, Location: 1ST & CHURCH ST/CARLSBAD (Lat: 32.428764, Lng: -104.247083), Route carried "on" structure: City street 4268, Year Built: 1957, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 6,981 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,819 (year 2040), Design Load: H 15, Features Intersected: SOUTHERN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.6 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $15,000, Total Project Cost: $30,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6926, Location: 0.3 MI E OF JCT US-285 (Lat: 32.418000, Lng: -104.224300), Route carried "on" structure: US 62, Year Built: 1969, Year Reconstructed: 1984, Status: Open, Structure Length: 13.26m (43.50ft), Average Daily Traffic: 14,147 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 10,919 (year 2040), Design Load: H 20, Features Intersected: PECOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.534, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.26m (43.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,012,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,518,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6926, Location: 0.3 MI E OF JCT US-285 (Lat: 32.418000, Lng: -104.224300), Route carried "on" structure: US 62, Year Built: 1969, Year Reconstructed: 1984, Status: Open, Structure Length: 13.26m (43.50ft), Average Daily Traffic: 14,147 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 10,919 (year 2040), Design Load: H 20, Features Intersected: PECOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.534, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.26m (43.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,012,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,518,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7568, Location: 0.6 MI S & 1 MI W OF OTIS (Lat: 32.341403, Lng: -104.186353), Route carried "on" structure: City street 15707, Year Built: 1975, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,433 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,726 (year 2040), Design Load: HS 20, Features Intersected: SOUTHERN CANAL, Facility Carried by Structure: 15-0707
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County 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 or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 38.9 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 48 months, Inspection Date: Febuary 2021
Structure Number: 7568, Location: 0.6 MI S & 1 MI W OF OTIS (Lat: 32.341403, Lng: -104.186353), Route carried "on" structure: City street 15707, Year Built: 1975, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,433 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,726 (year 2040), Design Load: HS 20, Features Intersected: SOUTHERN CANAL, Facility Carried by Structure: 15-0707
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County 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 or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 38.9 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 48 months, Inspection Date: Febuary 2021
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Structure Number: 8193, Location: 1.1 MI WEST JCT US-285 (Lat: 32.432289, Lng: -104.247608), Route carried "on" structure: City street 5277, Year Built: 1955, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 526 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 857 (year 2040), Design Load: HS 20, Features Intersected: SOUTHERN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, 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: 8193, Location: 1.1 MI WEST JCT US-285 (Lat: 32.432289, Lng: -104.247608), Route carried "on" structure: City street 5277, Year Built: 1955, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 526 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 857 (year 2040), Design Load: HS 20, Features Intersected: SOUTHERN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, 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: 8256, Location: 1.1M W JCT 285-MERMOD ST. (Lat: 32.421178, Lng: -104.247603), Route carried "on" structure: City street 5270, Year Built: 1979, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 4,489 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,028 (year 2040), Design Load: HS 20, Features Intersected: SOUTHERN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.3 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $6,000, Total Project Cost: $92,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8256, Location: 1.1M W JCT 285-MERMOD ST. (Lat: 32.421178, Lng: -104.247603), Route carried "on" structure: City street 5270, Year Built: 1979, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 4,489 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,028 (year 2040), Design Load: HS 20, Features Intersected: SOUTHERN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.3 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $6,000, Total Project Cost: $92,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8412, Location: .6 S & 1.6 W JCT 62-2 (Lat: 32.409139, Lng: -104.255061), Route carried "on" structure: County highway 15658, Year Built: 1982, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 8,298 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 5,107 (year 2040), Design Load: H 20, Features Intersected: HACKBERRY DRAW, Facility Carried by Structure: 15-0658
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.6 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2018, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8412, Location: .6 S & 1.6 W JCT 62-2 (Lat: 32.409139, Lng: -104.255061), Route carried "on" structure: County highway 15658, Year Built: 1982, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 8,298 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 5,107 (year 2040), Design Load: H 20, Features Intersected: HACKBERRY DRAW, Facility Carried by Structure: 15-0658
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.6 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2018, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8444, Location: .5 miles South on Tidwell (Lat: 32.356197, Lng: -104.186894), Route carried "on" structure: City street 15704, Year Built: 1980, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 371 (year 2020), Average Future Daily Traffic: 518 (year 2040), Design Load: HS 20, Features Intersected: SOUTHERN CANAL, Facility Carried by Structure: 15-0704
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 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: Meets minimum limits, 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 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $15,000, Total Project Cost: $30,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8444, Location: .5 miles South on Tidwell (Lat: 32.356197, Lng: -104.186894), Route carried "on" structure: City street 15704, Year Built: 1980, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 371 (year 2020), Average Future Daily Traffic: 518 (year 2040), Design Load: HS 20, Features Intersected: SOUTHERN CANAL, Facility Carried by Structure: 15-0704
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 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: Meets minimum limits, 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 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $15,000, Total Project Cost: $30,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8476, Location: 0.71 E OF US285 @ MP 36.4 (Lat: 32.451192, Lng: -104.255864), Route carried "on" structure: City street 5284, Year Built: 1958, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 4,282 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,978 (year 2040), Design Load: HS 20, Features Intersected: SOUTHERN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), 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: Satisfactory, Operating Rating: 38.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
Structure Number: 8476, Location: 0.71 E OF US285 @ MP 36.4 (Lat: 32.451192, Lng: -104.255864), Route carried "on" structure: City street 5284, Year Built: 1958, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 4,282 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,978 (year 2040), Design Load: HS 20, Features Intersected: SOUTHERN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), 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: Satisfactory, Operating Rating: 38.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
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Structure Number: 848, Location: 0.73 E OF US285 @ MP 36.4 (Lat: 32.451172, Lng: -104.255319), Route carried "on" structure: City street 5284, Year Built: 1958, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 4,282 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,978 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), 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: Satisfactory, Operating Rating: 38.9 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018
Structure Number: 848, Location: 0.73 E OF US285 @ MP 36.4 (Lat: 32.451172, Lng: -104.255319), Route carried "on" structure: City street 5284, Year Built: 1958, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 4,282 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,978 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), 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: Satisfactory, Operating Rating: 38.9 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018
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Structure Number: 8516, Location: 0.3 M S OF US285 @MP 30.1 (Lat: 32.373719, Lng: -104.202994), Route carried "on" structure: City street 15701, Year Built: 1983, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,447 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,357 (year 2040), Design Load: HS 20, Features Intersected: SOUTHERN CANAL, Facility Carried by Structure: 15-0701
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 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: 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: January 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8516, Location: 0.3 M S OF US285 @MP 30.1 (Lat: 32.373719, Lng: -104.202994), Route carried "on" structure: City street 15701, Year Built: 1983, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,447 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,357 (year 2040), Design Load: HS 20, Features Intersected: SOUTHERN CANAL, Facility Carried by Structure: 15-0701
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 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: 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: January 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8888, Location: 1.4 miles east of us 285 (Lat: 32.475997, Lng: -104.263319), Route carried "on" structure: State highway 200, Year Built: 2001, Status: Open, Structure Length: 14.96m (49.08ft), Average Daily Traffic: 2,532 (year 2020), Truck Traffic: 60%, Average Future Daily Traffic: 817 (year 2040), Design Load: HS 20, Features Intersected: Pecos River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.200, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8888, Location: 1.4 miles east of us 285 (Lat: 32.475997, Lng: -104.263319), Route carried "on" structure: State highway 200, Year Built: 2001, Status: Open, Structure Length: 14.96m (49.08ft), Average Daily Traffic: 2,532 (year 2020), Truck Traffic: 60%, Average Future Daily Traffic: 817 (year 2040), Design Load: HS 20, Features Intersected: Pecos River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.200, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9051, Location: 1.6 MI E US-285/N CARLSBD (Lat: 32.474997, Lng: -104.260897), Route carried "on" structure: County highway 200, Year Built: 1998, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 2,532 (year 2020), Truck Traffic: 60%, Average Future Daily Traffic: 817 (year 2040), Design Load: HS 20, Features Intersected: CARLSBAD MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
Structure Number: 9051, Location: 1.6 MI E US-285/N CARLSBD (Lat: 32.474997, Lng: -104.260897), Route carried "on" structure: County highway 200, Year Built: 1998, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 2,532 (year 2020), Truck Traffic: 60%, Average Future Daily Traffic: 817 (year 2040), Design Load: HS 20, Features Intersected: CARLSBAD MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
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Structure Number: 9063, Location: 7.8 MI. E JCT US-285 (Lat: 32.443617, Lng: -104.184517), Route carried "on" structure: State highway 200, Year Built: 2000, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 2,532 (year 2020), Truck Traffic: 60%, Average Future Daily Traffic: 817 (year 2040), Design Load: HS 20, Features Intersected: Southwestern R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.553, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.2 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9063, Location: 7.8 MI. E JCT US-285 (Lat: 32.443617, Lng: -104.184517), Route carried "on" structure: State highway 200, Year Built: 2000, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 2,532 (year 2020), Truck Traffic: 60%, Average Future Daily Traffic: 817 (year 2040), Design Load: HS 20, Features Intersected: Southwestern R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.553, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.2 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9285, Location: 3.7 M E JCT US-285/NM-31 (Lat: 32.312100, Lng: -104.059461), Route carried "on" structure: State highway 31, Year Built: 2003, Status: Open, Structure Length: 15.33m (50.30ft), Average Daily Traffic: 1,299 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,116 (year 2040), Design Load: HS 20, Features Intersected: PECOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.955, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9285, Location: 3.7 M E JCT US-285/NM-31 (Lat: 32.312100, Lng: -104.059461), Route carried "on" structure: State highway 31, Year Built: 2003, Status: Open, Structure Length: 15.33m (50.30ft), Average Daily Traffic: 1,299 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,116 (year 2040), Design Load: HS 20, Features Intersected: PECOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.955, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 936, Location: 3.4 MI E JCT US-285 CARLS (Lat: 32.471894, Lng: -104.228344), Route carried "on" structure: State highway 200, Year Built: 2002, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 2,532 (year 2020), Truck Traffic: 60%, Average Future Daily Traffic: 817 (year 2040), Design Load: HS 20, Features Intersected: Southwestern R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 936, Location: 3.4 MI E JCT US-285 CARLS (Lat: 32.471894, Lng: -104.228344), Route carried "on" structure: State highway 200, Year Built: 2002, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 2,532 (year 2020), Truck Traffic: 60%, Average Future Daily Traffic: 817 (year 2040), Design Load: HS 20, Features Intersected: Southwestern R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9389, Location: 12.4 Mi N of NM/Texas L. (Lat: 32.132669, Lng: -104.406456), Route carried "on" structure: US 62, Year Built: 2009, Status: Open, Structure Length: 15.54m (50.98ft), Average Daily Traffic: 3,324 (year 2020), Truck Traffic: 42%, Average Future Daily Traffic: 1,927 (year 2040), Design Load: HS 20, Features Intersected: Black River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.634, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9389, Location: 12.4 Mi N of NM/Texas L. (Lat: 32.132669, Lng: -104.406456), Route carried "on" structure: US 62, Year Built: 2009, Status: Open, Structure Length: 15.54m (50.98ft), Average Daily Traffic: 3,324 (year 2020), Truck Traffic: 42%, Average Future Daily Traffic: 1,927 (year 2040), Design Load: HS 20, Features Intersected: Black River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.634, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9406, Location: 1.60 mi NE CR 788 (Lat: 32.218908, Lng: -104.002017), Route carried "on" structure: County highway 15788, Year Built: 2007, Status: Closed, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 384 (year 2020), Average Future Daily Traffic: 535 (year 2040), Design Load: HS 20, Features Intersected: Pecos River, Facility Carried by Structure: 15-0788
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9406, Location: 1.60 mi NE CR 788 (Lat: 32.218908, Lng: -104.002017), Route carried "on" structure: County highway 15788, Year Built: 2007, Status: Closed, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 384 (year 2020), Average Future Daily Traffic: 535 (year 2040), Design Load: HS 20, Features Intersected: Pecos River, Facility Carried by Structure: 15-0788
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 941, Location: 0.2 MI E. OF US 285 (Lat: 32.446619, Lng: -104.258306), Route carried "on" structure: City street 5284, Year Built: 2007, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 4,282 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,978 (year 2040), Design Load: HS 20, Features Intersected: PECOS RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.3m (4.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 58.8 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Steel plate
Structure Number: 941, Location: 0.2 MI E. OF US 285 (Lat: 32.446619, Lng: -104.258306), Route carried "on" structure: City street 5284, Year Built: 2007, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 4,282 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,978 (year 2040), Design Load: HS 20, Features Intersected: PECOS RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.3m (4.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 58.8 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Steel plate
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Structure Number: 9462, Location: 1.65 M S JCT US62/180 (Lat: 32.154572, Lng: -104.391014), Route carried "on" structure: US 62, Year Built: 2009, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,324 (year 2020), Truck Traffic: 42%, Average Future Daily Traffic: 1,927 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.370, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 10 degrees, 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: 37.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
Structure Number: 9462, Location: 1.65 M S JCT US62/180 (Lat: 32.154572, Lng: -104.391014), Route carried "on" structure: US 62, Year Built: 2009, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,324 (year 2020), Truck Traffic: 42%, Average Future Daily Traffic: 1,927 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.370, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 10 degrees, 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: 37.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
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Structure Number: 9649, Location: 0.44 M S JCT US62/285 (Lat: 32.404300, Lng: -104.228900), Route carried "on" structure: City street 4251, Year Built: 2014, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 11,055 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 4,599 (year 2040), Design Load: HS 20, Features Intersected: Dark canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 58.8 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: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9649, Location: 0.44 M S JCT US62/285 (Lat: 32.404300, Lng: -104.228900), Route carried "on" structure: City street 4251, Year Built: 2014, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 11,055 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 4,599 (year 2040), Design Load: HS 20, Features Intersected: Dark canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 58.8 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: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9672, Location: 0.9 SW Jct.US 62/180/285 (Lat: 32.397581, Lng: -104.228892), Route carried "on" structure: City street 1501, Year Built: 2015, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 11,055 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 4,599 (year 2040), Design Load: HS 20, Features Intersected: Sothern Canal, Facility Carried by Structure: FL-4251
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9672, Location: 0.9 SW Jct.US 62/180/285 (Lat: 32.397581, Lng: -104.228892), Route carried "on" structure: City street 1501, Year Built: 2015, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 11,055 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 4,599 (year 2040), Design Load: HS 20, Features Intersected: Sothern Canal, Facility Carried by Structure: FL-4251
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 972, Location: 0.85 M E of Cty rd 720 (Lat: 32.240617, Lng: -104.048067), Route carried "on" structure: County highway 1501, Year Built: 2016, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 384 (year 2020), Average Future Daily Traffic: 535 (year 2040), Design Load: HL 93, Features Intersected: Pecos River, Facility Carried by Structure: CR-742
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 972, Location: 0.85 M E of Cty rd 720 (Lat: 32.240617, Lng: -104.048067), Route carried "on" structure: County highway 1501, Year Built: 2016, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 384 (year 2020), Average Future Daily Traffic: 535 (year 2040), Design Load: HL 93, Features Intersected: Pecos River, Facility Carried by Structure: CR-742
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9721, Location: 2.75 m w of US-285 (Lat: 32.297975, Lng: -104.152247), Route carried "on" structure: County highway 1501, Year Built: 2010, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 384 (year 2020), Average Future Daily Traffic: 535 (year 2040), Design Load: H 20, Features Intersected: Irrigation Canal, Facility Carried by Structure: CR-728
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
Structure Number: 9721, Location: 2.75 m w of US-285 (Lat: 32.297975, Lng: -104.152247), Route carried "on" structure: County highway 1501, Year Built: 2010, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 384 (year 2020), Average Future Daily Traffic: 535 (year 2040), Design Load: H 20, Features Intersected: Irrigation Canal, Facility Carried by Structure: CR-728
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
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Structure Number: 5802, Location: 1.4 M N OF S Jct US62/180 (Lat: 32.409817, Lng: -104.228564), Route carried "under" structure: City street 5274, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 11,055 (year 2020), Truck Traffic: 23%, Features Intersected: Hackberry Draw/Plaza St, Facility Carried by Structure: US-62/180/285
Minimum Vertical Clearance: 4.30m (14.11ft), Kilometerpoint: 0.402, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 10.1m (33.1ft)
Structure Number: 5802, Location: 1.4 M N OF S Jct US62/180 (Lat: 32.409817, Lng: -104.228564), Route carried "under" structure: City street 5274, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 11,055 (year 2020), Truck Traffic: 23%, Features Intersected: Hackberry Draw/Plaza St, Facility Carried by Structure: US-62/180/285
Minimum Vertical Clearance: 4.30m (14.11ft), Kilometerpoint: 0.402, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 10.1m (33.1ft)