Bridge Statistics for Alpine, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 197ft / 59.6mTotal length
- $373,000Total costs
- 90,676Total average daily traffic
- 14,565Total average daily truck traffic
- 107,650Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Alpine
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 61940-1949
- 91950-1959
- 21960-1969
- 21970-1979
- 31980-1989
- 11990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 61960-1969
- 81970-1979
- Bridge Condition - Deck
- 22.2%Very good
- 22.2%Good
- 55.6%Satisfactory
- Bridge Condition - Substructure
- 11.1%Very good
- 44.4%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 3.6%Very good
- 57.1%Good
- 35.7%Satisfactory
- 3.6%Fair
- Bridge Condition - Culverts
- 57.9%Good
- 42.1%Satisfactory
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Structure Number: 240220002009037, Location: 10.2 MI W OF FM 1703 (Lat: 30.281467, Lng: -103.795842), Route carried "on" structure: US 67, Year Built: 1933, Year Reconstructed: 1965, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 2,653 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,680 (year 2033), Design Load: H 15, Features Intersected: TORONTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.828, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 240220002009037, Location: 10.2 MI W OF FM 1703 (Lat: 30.281467, Lng: -103.795842), Route carried "on" structure: US 67, Year Built: 1933, Year Reconstructed: 1965, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 2,653 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,680 (year 2033), Design Load: H 15, Features Intersected: TORONTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.828, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 240220002011043, Location: 0.05 MI E OF FM 1703 (Lat: 30.355133, Lng: -103.684397), Route carried "on" structure: US 67, Year Built: 1933, Year Reconstructed: 1975, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 6,466 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 6,860 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.226, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 26.0m (85.3ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $14,000, Total Project Cost: $70,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220002011043, Location: 0.05 MI E OF FM 1703 (Lat: 30.355133, Lng: -103.684397), Route carried "on" structure: US 67, Year Built: 1933, Year Reconstructed: 1975, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 6,466 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 6,860 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.226, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 26.0m (85.3ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $14,000, Total Project Cost: $70,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240220002011147, Location: 0.25 MI W OF SH 118 (Lat: 30.356497, Lng: -103.665278), Route carried "on" structure: US 67, Year Built: 1939, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 11,650 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 16,320 (year 2033), Design Load: H 15, Features Intersected: ALPINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.350, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $87,000, Roadway Improvement Cost: $22,000, Total Project Cost: $109,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220002011147, Location: 0.25 MI W OF SH 118 (Lat: 30.356497, Lng: -103.665278), Route carried "on" structure: US 67, Year Built: 1939, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 11,650 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 16,320 (year 2033), Design Load: H 15, Features Intersected: ALPINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.350, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $87,000, Roadway Improvement Cost: $22,000, Total Project Cost: $109,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240220002011159, Location: 2.4 MI W OF FM 1703 (Lat: 30.340719, Lng: -103.721872), Route carried "on" structure: US 67, Year Built: 1965, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 2,791 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,680 (year 2033), Design Load: H 20, Features Intersected: MCINTYRE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.301, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220002011159, Location: 2.4 MI W OF FM 1703 (Lat: 30.340719, Lng: -103.721872), Route carried "on" structure: US 67, Year Built: 1965, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 2,791 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,680 (year 2033), Design Load: H 20, Features Intersected: MCINTYRE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.301, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24022000201116, Location: 0.25 MI W OF SH 118 (Lat: 30.357403, Lng: -103.665353), Route carried "on" structure: US 67, Year Built: 1971, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 11,650 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 16,320 (year 2033), Features Intersected: ALPINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.350, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24022000201116, Location: 0.25 MI W OF SH 118 (Lat: 30.357403, Lng: -103.665353), Route carried "on" structure: US 67, Year Built: 1971, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 11,650 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 16,320 (year 2033), Features Intersected: ALPINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.350, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240220002101046, Location: 2.0 MI E OF SH 118 (Lat: 30.368378, Lng: -103.630100), Route carried "on" structure: US 67, Year Built: 1949, Year Reconstructed: 1968, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 8,582 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 10,580 (year 2033), Design Load: H 20, Features Intersected: MOSS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.721, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220002101046, Location: 2.0 MI E OF SH 118 (Lat: 30.368378, Lng: -103.630100), Route carried "on" structure: US 67, Year Built: 1949, Year Reconstructed: 1968, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 8,582 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 10,580 (year 2033), Design Load: H 20, Features Intersected: MOSS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.721, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240220002101047, Location: 2.4 MI E OF SH 118 (Lat: 30.370508, Lng: -103.624469), Route carried "on" structure: US 67, Year Built: 1949, Year Reconstructed: 1968, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 8,582 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 10,580 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.135, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Channel: Very 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $8,000, Total Project Cost: $41,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220002101047, Location: 2.4 MI E OF SH 118 (Lat: 30.370508, Lng: -103.624469), Route carried "on" structure: US 67, Year Built: 1949, Year Reconstructed: 1968, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 8,582 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 10,580 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.135, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Channel: Very 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $8,000, Total Project Cost: $41,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240220002101048, Location: 3.6 MI E OF SH 118 (Lat: 30.378519, Lng: -103.606619), Route carried "on" structure: US 67, Year Built: 1949, Year Reconstructed: 1968, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,757 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,100 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.189, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $7,000, Total Project Cost: $33,000
Structure Number: 240220002101048, Location: 3.6 MI E OF SH 118 (Lat: 30.378519, Lng: -103.606619), Route carried "on" structure: US 67, Year Built: 1949, Year Reconstructed: 1968, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,757 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,100 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.189, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $7,000, Total Project Cost: $33,000
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Structure Number: 240220002101049, Location: 4.0 MI E OF SH 118 (Lat: 30.382089, Lng: -103.600483), Route carried "on" structure: US 67, Year Built: 1949, Year Reconstructed: 1968, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,757 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,100 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.473, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 18.4m (60.4ft)
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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220002101049, Location: 4.0 MI E OF SH 118 (Lat: 30.382089, Lng: -103.600483), Route carried "on" structure: US 67, Year Built: 1949, Year Reconstructed: 1968, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,757 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,100 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.473, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 18.4m (60.4ft)
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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24022000210105, Location: 4.6 MI E OF SH 118 (Lat: 30.386425, Lng: -103.593292), Route carried "on" structure: US 67, Year Built: 1949, Year Reconstructed: 1968, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,757 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,100 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.620, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000
Structure Number: 24022000210105, Location: 4.6 MI E OF SH 118 (Lat: 30.386425, Lng: -103.593292), Route carried "on" structure: US 67, Year Built: 1949, Year Reconstructed: 1968, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,757 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,100 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.620, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000
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Structure Number: 240220035802013, Location: 0.2 MI N OF US 67/90 (Lat: 30.361350, Lng: -103.662778), Route carried "on" structure: State highway 118, Year Built: 1953, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 4,027 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 5,490 (year 2033), Features Intersected: ALPINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.012, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220035802013, Location: 0.2 MI N OF US 67/90 (Lat: 30.361350, Lng: -103.662778), Route carried "on" structure: State highway 118, Year Built: 1953, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 4,027 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 5,490 (year 2033), Features Intersected: ALPINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.012, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240220035802015, Location: 5.95 MI N OF US 67/90 WB (Lat: 30.436339, Lng: -103.704319), Route carried "on" structure: State highway 118, Year Built: 1954, Year Reconstructed: 1983, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,228 (year 2017), Truck Traffic: 17%, Average Future Daily Traffic: 1,300 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.774, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220035802015, Location: 5.95 MI N OF US 67/90 WB (Lat: 30.436339, Lng: -103.704319), Route carried "on" structure: State highway 118, Year Built: 1954, Year Reconstructed: 1983, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,228 (year 2017), Truck Traffic: 17%, Average Future Daily Traffic: 1,300 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.774, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240220035802016, Location: 5.25 MI N OF US 67/90 WB (Lat: 30.427917, Lng: -103.699136), Route carried "on" structure: State highway 118, Year Built: 1954, Year Reconstructed: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,228 (year 2017), Truck Traffic: 17%, Average Future Daily Traffic: 1,300 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.841, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220035802016, Location: 5.25 MI N OF US 67/90 WB (Lat: 30.427917, Lng: -103.699136), Route carried "on" structure: State highway 118, Year Built: 1954, Year Reconstructed: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,228 (year 2017), Truck Traffic: 17%, Average Future Daily Traffic: 1,300 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.841, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240220035802017, Location: 3.30 MI N OF US 67/90 WB (Lat: 30.401189, Lng: -103.682772), Route carried "on" structure: State highway 118, Year Built: 1954, Year Reconstructed: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,395 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,440 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.186, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft)
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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220035802017, Location: 3.30 MI N OF US 67/90 WB (Lat: 30.401189, Lng: -103.682772), Route carried "on" structure: State highway 118, Year Built: 1954, Year Reconstructed: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,395 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,440 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.186, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft)
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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240220035802018, Location: 2.90 MI N OF US 67/90 WB (Lat: 30.396653, Lng: -103.680061), Route carried "on" structure: State highway 118, Year Built: 1954, Year Reconstructed: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,395 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,440 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.757, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220035802018, Location: 2.90 MI N OF US 67/90 WB (Lat: 30.396653, Lng: -103.680061), Route carried "on" structure: State highway 118, Year Built: 1954, Year Reconstructed: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,395 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,440 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.757, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240220035802019, Location: 2.70 MI N OF US 67/90 WB (Lat: 30.393831, Lng: -103.678319), Route carried "on" structure: State highway 118, Year Built: 1954, Year Reconstructed: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,395 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,440 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.114, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220035802019, Location: 2.70 MI N OF US 67/90 WB (Lat: 30.393831, Lng: -103.678319), Route carried "on" structure: State highway 118, Year Built: 1954, Year Reconstructed: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,395 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,440 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.114, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24022003580202, Location: 2.00 MI N OF US 67/90 WB (Lat: 30.385778, Lng: -103.673378), Route carried "on" structure: State highway 118, Year Built: 1954, Year Reconstructed: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,395 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,440 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.133, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24022003580202, Location: 2.00 MI N OF US 67/90 WB (Lat: 30.385778, Lng: -103.673378), Route carried "on" structure: State highway 118, Year Built: 1954, Year Reconstructed: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,395 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,440 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.133, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240220035802021, Location: 1.40 MI N OF US 67/90 WB (Lat: 30.377581, Lng: -103.668408), Route carried "on" structure: State highway 118, Year Built: 1954, Year Reconstructed: 1979, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 1,395 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,440 (year 2033), Features Intersected: TORONTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.110, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220035802021, Location: 1.40 MI N OF US 67/90 WB (Lat: 30.377581, Lng: -103.668408), Route carried "on" structure: State highway 118, Year Built: 1954, Year Reconstructed: 1979, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 1,395 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,440 (year 2033), Features Intersected: TORONTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.110, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240220035803027, Location: 1.55 MI S OF US 67/90 (Lat: 30.340011, Lng: -103.642517), Route carried "on" structure: State highway 118, Year Built: 1979, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 2,046 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,690 (year 2033), Design Load: HS 20, Features Intersected: MOSS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.834, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.2m (53.1ft)
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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220035803027, Location: 1.55 MI S OF US 67/90 (Lat: 30.340011, Lng: -103.642517), Route carried "on" structure: State highway 118, Year Built: 1979, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 2,046 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,690 (year 2033), Design Load: HS 20, Features Intersected: MOSS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.834, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.2m (53.1ft)
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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240220049801002, Location: 1.0 MI N OF JCT US 67/90 (Lat: 30.374481, Lng: -103.658811), Route carried "on" structure: State highway 223, Year Built: 1953, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 2,436 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,380 (year 2033), Features Intersected: ALPINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.882, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220049801002, Location: 1.0 MI N OF JCT US 67/90 (Lat: 30.374481, Lng: -103.658811), Route carried "on" structure: State highway 223, Year Built: 1953, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 2,436 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,380 (year 2033), Features Intersected: ALPINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.882, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240220269401001, Location: 1.9 MI NW OF US 67/90 (Lat: 30.358306, Lng: -103.713600), Route carried "on" structure: State highway 1703, Year Built: 1961, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 20 (year 2033), Design Load: HS 20, Features Intersected: TORONTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.253, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220269401001, Location: 1.9 MI NW OF US 67/90 (Lat: 30.358306, Lng: -103.713600), Route carried "on" structure: State highway 1703, Year Built: 1961, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 20 (year 2033), Design Load: HS 20, Features Intersected: TORONTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.253, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240220B00180003, Location: 0.15 MI E OF SH 118 (Lat: 30.364378, Lng: -103.662039), Route carried "on" structure: City street 307, Year Built: 1982, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 1,860 (year 2010), Average Future Daily Traffic: 2,500 (year 2030), Design Load: HS 20, Features Intersected: ALPINE CREEK, Facility Carried by Structure: EAST BROWN AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.296, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220B00180003, Location: 0.15 MI E OF SH 118 (Lat: 30.364378, Lng: -103.662039), Route carried "on" structure: City street 307, Year Built: 1982, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 1,860 (year 2010), Average Future Daily Traffic: 2,500 (year 2030), Design Load: HS 20, Features Intersected: ALPINE CREEK, Facility Carried by Structure: EAST BROWN AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.296, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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: 240220B00180004, Location: 0.35 MI E OF SH 118 (Lat: 30.365861, Lng: -103.658761), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,800 (year 2010), Average Future Daily Traffic: 2,500 (year 2030), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: EAST BROWN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.5m (41.0ft)
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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220B00180004, Location: 0.35 MI E OF SH 118 (Lat: 30.365861, Lng: -103.658761), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,800 (year 2010), Average Future Daily Traffic: 2,500 (year 2030), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: EAST BROWN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.5m (41.0ft)
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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240220B00210003, Location: 0.30 MI E OF SH 118 (Lat: 30.360558, Lng: -103.657978), Route carried "on" structure: City street 305, Year Built: 1940, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,910 (year 2010), Average Future Daily Traffic: 2,500 (year 2030), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: E SUL ROSS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 7 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Total Project Cost: $88,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220B00210003, Location: 0.30 MI E OF SH 118 (Lat: 30.360558, Lng: -103.657978), Route carried "on" structure: City street 305, Year Built: 1940, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,910 (year 2010), Average Future Daily Traffic: 2,500 (year 2030), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: E SUL ROSS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 7 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Total Project Cost: $88,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240220B00240002, Location: 0.15 MI W OF SH 118 (Lat: 30.358683, Lng: -103.664328), Route carried "on" structure: City street 305, Year Built: 1934, Status: Posted for load, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 1,910 (year 2010), Average Future Daily Traffic: 2,500 (year 2030), Design Load: H 15, Features Intersected: ALPINE CREEK, Facility Carried by Structure: W SUL ROSS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220B00240002, Location: 0.15 MI W OF SH 118 (Lat: 30.358683, Lng: -103.664328), Route carried "on" structure: City street 305, Year Built: 1934, Status: Posted for load, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 1,910 (year 2010), Average Future Daily Traffic: 2,500 (year 2030), Design Load: H 15, Features Intersected: ALPINE CREEK, Facility Carried by Structure: W SUL ROSS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240220B00445005, Location: 0.05 MI W OF S 11TH ST (Lat: 30.352814, Lng: -103.667225), Route carried "on" structure: City street 300, Year Built: 1989, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,300 (year 2010), Average Future Daily Traffic: 3,000 (year 2030), Design Load: HS 20, Features Intersected: ALPINE CREEK, Facility Carried by Structure: WEST AVE G
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.592, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220B00445005, Location: 0.05 MI W OF S 11TH ST (Lat: 30.352814, Lng: -103.667225), Route carried "on" structure: City street 300, Year Built: 1989, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,300 (year 2010), Average Future Daily Traffic: 3,000 (year 2030), Design Load: HS 20, Features Intersected: ALPINE CREEK, Facility Carried by Structure: WEST AVE G
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.592, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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: 240220B00455001, Location: 0.558 MI. E JCT OF SH 118 (Lat: 30.356769, Lng: -103.643178), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 355 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 700 (year 2030), Design Load: HS 20, Features Intersected: MOSS CREEK, Facility Carried by Structure: AVENUE I
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.230, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220B00455001, Location: 0.558 MI. E JCT OF SH 118 (Lat: 30.356769, Lng: -103.643178), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 355 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 700 (year 2030), Design Load: HS 20, Features Intersected: MOSS CREEK, Facility Carried by Structure: AVENUE I
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.230, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 240220B00535001, Location: 0.20 MI S OF US 67/US 90 (Lat: 30.353761, Lng: -103.666464), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,856 (year 2017), Truck Traffic: 22%, Average Future Daily Traffic: 2,250 (year 2030), Design Load: HS 20, Features Intersected: ALPINE CREEK, Facility Carried by Structure: S 11TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal 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: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 240220B00535001, Location: 0.20 MI S OF US 67/US 90 (Lat: 30.353761, Lng: -103.666464), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,856 (year 2017), Truck Traffic: 22%, Average Future Daily Traffic: 2,250 (year 2030), Design Load: HS 20, Features Intersected: ALPINE CREEK, Facility Carried by Structure: S 11TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal 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: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous