Bridge Statistics for Tornillo, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 486ft / 148mTotal length
- $16,000Total costs
- 110,943Total average daily traffic
- 15,548Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Tornillo
- No street view available for this location
- New bridges - historical statistics
- 61960-1969
- 41990-1999
- 82010-2019
- Bridge Condition - Deck
- 33.3%Very good
- 41.7%Good
- 25.0%Satisfactory
- Bridge Condition - Superstructure
- 41.7%Very good
- 33.3%Good
- 25.0%Satisfactory
- Bridge Condition - Substructure
- 16.7%Very good
- 58.3%Good
- 8.3%Satisfactory
- 8.3%Fair
- 8.3%Poor
- Bridge Condition - Channel
- 23.1%Very good
- 53.8%Good
- 23.1%Satisfactory
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 240720000203278, Location: JCT SH20 (ALAMEDA AVE.) (Lat: 31.460639, Lng: -106.110469), Route carried "on" structure: State highway 3380, Year Built: 2016, Status: Open, Structure Length: 55.41m (181.79ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 100 (year 2036), Design Load: HL 93, Features Intersected: SH20 (ALAMEDA ) / UPRR
Minimum Vertical Clearance: 7.53m (24.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Number Of Approach Spans: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 240720000203278, Location: JCT SH20 (ALAMEDA AVE.) (Lat: 31.460639, Lng: -106.110469), Route carried "on" structure: State highway 3380, Year Built: 2016, Status: Open, Structure Length: 55.41m (181.79ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 100 (year 2036), Design Load: HL 93, Features Intersected: SH20 (ALAMEDA ) / UPRR
Minimum Vertical Clearance: 7.53m (24.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Number Of Approach Spans: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 240720212105066, Location: 3.3 MI E OF FM 793 (Lat: 31.488750, Lng: -106.089819), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 23,545 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 23,990 (year 2033), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.180, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 240720212105066, Location: 3.3 MI E OF FM 793 (Lat: 31.488750, Lng: -106.089819), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 23,545 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 23,990 (year 2033), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.180, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 240720212105067, Location: 6.1 MI E OF FM 793 (Lat: 31.463531, Lng: -106.051128), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1973, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 24,671 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 25,400 (year 2033), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.775, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 53.6m (175.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 240720212105067, Location: 6.1 MI E OF FM 793 (Lat: 31.463531, Lng: -106.051128), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1973, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 24,671 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 25,400 (year 2033), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.775, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 53.6m (175.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 240720212105069, Location: 7.4 MI E OF FM 793 (Lat: 31.449967, Lng: -106.036922), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 13,384 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 12,700 (year 2033), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 92.792, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240720212105069, Location: 7.4 MI E OF FM 793 (Lat: 31.449967, Lng: -106.036922), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 13,384 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 12,700 (year 2033), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 92.792, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24072021210507, Location: 7.4 MI E OF FM 793 (Lat: 31.449944, Lng: -106.036378), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 12,584 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 12,700 (year 2033), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 92.798, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24072021210507, Location: 7.4 MI E OF FM 793 (Lat: 31.449944, Lng: -106.036378), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 12,584 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 12,700 (year 2033), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 92.798, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240720212105158, Location: 6.0 MI E OF FM 793 (Lat: 31.464961, Lng: -106.052658), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 2,187 (year 2015), Average Future Daily Traffic: 8,801 (year 2035), Design Load: HS 20, Features Intersected: IH 10, Facility Carried by Structure: TORNILLO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $3,000, Total Project Cost: $16,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240720212105158, Location: 6.0 MI E OF FM 793 (Lat: 31.464961, Lng: -106.052658), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 2,187 (year 2015), Average Future Daily Traffic: 8,801 (year 2035), Design Load: HS 20, Features Intersected: IH 10, Facility Carried by Structure: TORNILLO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $3,000, Total Project Cost: $16,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240720360801001, Location: .4 MI. S. OF IH 10 (Lat: 31.461011, Lng: -106.060167), Route carried "on" structure: State highway 3380, Year Built: 2016, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,878 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 4,900 (year 2031), Design Load: HL 93, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, 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: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 240720360801001, Location: .4 MI. S. OF IH 10 (Lat: 31.461011, Lng: -106.060167), Route carried "on" structure: State highway 3380, Year Built: 2016, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,878 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 4,900 (year 2031), Design Load: HL 93, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, 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: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 240720AA0195001, Location: 0.60 MI SW OF SH 20 (Lat: 31.440575, Lng: -106.097475), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 70 (year 2010), Truck Traffic: 20%, Average Future Daily Traffic: 200 (year 2030), Design Load: HS 20, Features Intersected: TORNILLO CANAL, Facility Carried by Structure: HENDERSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240720AA0195001, Location: 0.60 MI SW OF SH 20 (Lat: 31.440575, Lng: -106.097475), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 70 (year 2010), Truck Traffic: 20%, Average Future Daily Traffic: 200 (year 2030), Design Load: HS 20, Features Intersected: TORNILLO CANAL, Facility Carried by Structure: HENDERSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240720AA0197002, Location: 0.70 MI SW OF SH 20 (Lat: 31.433308, Lng: -106.090833), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 60 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 200 (year 2030), Design Load: HS 20, Features Intersected: TORNILLO CANAL, Facility Carried by Structure: SHAFER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240720AA0197002, Location: 0.70 MI SW OF SH 20 (Lat: 31.433308, Lng: -106.090833), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 60 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 200 (year 2030), Design Load: HS 20, Features Intersected: TORNILLO CANAL, Facility Carried by Structure: SHAFER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240720AA7206001, Location: .49 MI. S. OF SH 20 (Lat: 31.457575, Lng: -106.113878), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 3,095 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 8,501 (year 2035), Design Load: HS 25 or greater, Features Intersected: ALAMO ALTO DRAIN, Facility Carried by Structure: M.F AGUILERA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 240720AA7206001, Location: .49 MI. S. OF SH 20 (Lat: 31.457575, Lng: -106.113878), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 3,095 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 8,501 (year 2035), Design Load: HS 25 or greater, Features Intersected: ALAMO ALTO DRAIN, Facility Carried by Structure: M.F AGUILERA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 240720AA7206002, Location: .72 MI. S. OF SH 20 (Lat: 31.455394, Lng: -106.116947), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 3,095 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 8,501 (year 2035), Design Load: HS 25 or greater, Features Intersected: UPPER TORNILLO DRAIN, Facility Carried by Structure: M.F. AGUILERA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 240720AA7206002, Location: .72 MI. S. OF SH 20 (Lat: 31.455394, Lng: -106.116947), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 3,095 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 8,501 (year 2035), Design Load: HS 25 or greater, Features Intersected: UPPER TORNILLO DRAIN, Facility Carried by Structure: M.F. AGUILERA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 240720AA7206003, Location: .9 MI. S. OF SH 20 (Lat: 31.454397, Lng: -106.120106), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 25.16m (82.55ft), Average Daily Traffic: 3,095 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 8,501 (year 2035), Design Load: HS 25 or greater, Features Intersected: FABENS WASTE/TORNILLO CA, Facility Carried by Structure: M.F. AGUILERA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 240720AA7206003, Location: .9 MI. S. OF SH 20 (Lat: 31.454397, Lng: -106.120106), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 25.16m (82.55ft), Average Daily Traffic: 3,095 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 8,501 (year 2035), Design Load: HS 25 or greater, Features Intersected: FABENS WASTE/TORNILLO CA, Facility Carried by Structure: M.F. AGUILERA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 240720AA8884002, Location: 1.9 MI N OF FM 76 (Lat: 31.447275, Lng: -106.125356), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 970 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 1,360 (year 2027), Design Load: HS 20, Features Intersected: OLD RIVER CANAL, Facility Carried by Structure: LOWER ISLAND RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.507, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 240720AA8884002, Location: 1.9 MI N OF FM 76 (Lat: 31.447275, Lng: -106.125356), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 970 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 1,360 (year 2027), Design Load: HS 20, Features Intersected: OLD RIVER CANAL, Facility Carried by Structure: LOWER ISLAND RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.507, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 240720AA8884003, Location: .6 MI. S. OF SH20 (Lat: 31.447100, Lng: -106.105486), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 604 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,360 (year 2027), Design Load: HS 20, Features Intersected: TORNILLO CANAL, Facility Carried by Structure: MELBUS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.921, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240720AA8884003, Location: .6 MI. S. OF SH20 (Lat: 31.447100, Lng: -106.105486), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 604 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,360 (year 2027), Design Load: HS 20, Features Intersected: TORNILLO CANAL, Facility Carried by Structure: MELBUS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.921, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240720AA8884004, Location: 3.15 MI S OF SH 20 (Lat: 31.433908, Lng: -106.146475), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 38.83m (127.40ft), Average Daily Traffic: 1,425 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 1,525 (year 2035), Design Load: HS 25 or greater, Features Intersected: RIO GRANDE RIVER, Facility Carried by Structure: TORNILLO INT. BRG.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.069, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 240720AA8884004, Location: 3.15 MI S OF SH 20 (Lat: 31.433908, Lng: -106.146475), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 38.83m (127.40ft), Average Daily Traffic: 1,425 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 1,525 (year 2035), Design Load: HS 25 or greater, Features Intersected: RIO GRANDE RIVER, Facility Carried by Structure: TORNILLO INT. BRG.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.069, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 240720000203278, Location: JCT SH20 (ALAMEDA AVE.) (Lat: 31.460639, Lng: -106.110469), Route carried "under" structure: Other road , Year Built: 2016, Structure Length: 0. m, Features Intersected: UPRR, Facility Carried by Structure: FM 3380
Minimum Vertical Clearance: 7.53m (24.70ft), Kilometerpoint: 0.338, Lanes on structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 240720000203278, Location: JCT SH20 (ALAMEDA AVE.) (Lat: 31.460639, Lng: -106.110469), Route carried "under" structure: Other road , Year Built: 2016, Structure Length: 0. m, Features Intersected: UPRR, Facility Carried by Structure: FM 3380
Minimum Vertical Clearance: 7.53m (24.70ft), Kilometerpoint: 0.338, Lanes on structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 240720000203278, Location: JCT SH20 (ALAMEDA AVE.) (Lat: 31.460639, Lng: -106.110469), Route carried "under" structure: State highway 20, Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 3,100 (year 2011), Truck Traffic: 5%, Features Intersected: SH 20 (ALAMEDA), Facility Carried by Structure: FM 3380
Minimum Vertical Clearance: 7.53m (24.70ft), Kilometerpoint: 3.380, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 240720000203278, Location: JCT SH20 (ALAMEDA AVE.) (Lat: 31.460639, Lng: -106.110469), Route carried "under" structure: State highway 20, Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 3,100 (year 2011), Truck Traffic: 5%, Features Intersected: SH 20 (ALAMEDA), Facility Carried by Structure: FM 3380
Minimum Vertical Clearance: 7.53m (24.70ft), Kilometerpoint: 3.380, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 240720212105158, Location: 6.0 MI E OF FM 793 (Lat: 31.464961, Lng: -106.052658), Route carried "under" structure: Interstate 10, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 17,130 (year 2013), Truck Traffic: 22%, Features Intersected: Tornillo Rd., Facility Carried by Structure: TORNILLO RD
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 90.498, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 240720212105158, Location: 6.0 MI E OF FM 793 (Lat: 31.464961, Lng: -106.052658), Route carried "under" structure: Interstate 10, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 17,130 (year 2013), Truck Traffic: 22%, Features Intersected: Tornillo Rd., Facility Carried by Structure: TORNILLO RD
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 90.498, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)