Bridge Statistics for Marfa, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 108ft / 32.5mTotal length
- $249,000Total costs
- 22,456Total average daily traffic
- 3,675Total average daily truck traffic
- 28,910Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Marfa
- No street view available for this location
- New bridges - historical statistics
- 121930-1939
- 11950-1959
- 11990-1999
- Reconstructed bridges - Historical Statistics
- 31950-1959
- 31960-1969
- 41970-1979
- 11980-1989
- Bridge Condition - Deck
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 33.3%Very good
- 33.3%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 33.3%Good
- 66.7%Satisfactory
- Bridge Condition - Channel
- 42.9%Good
- 57.1%Satisfactory
- Bridge Condition - Culverts
- 27.3%Good
- 72.7%Satisfactory
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Structure Number: 24189000200601, Location: 0.6 MI SE OF JEFF DAV C/L (Lat: 30.507714, Lng: -104.397192), Route carried "on" structure: US 90, Year Built: 1933, Year Reconstructed: 1970, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 576 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,160 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.012, 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: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 26.6m (87.3ft)
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: 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, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $7,000, Total Project Cost: $35,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24189000200601, Location: 0.6 MI SE OF JEFF DAV C/L (Lat: 30.507714, Lng: -104.397192), Route carried "on" structure: US 90, Year Built: 1933, Year Reconstructed: 1970, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 576 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,160 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.012, 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: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 26.6m (87.3ft)
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: 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, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $7,000, Total Project Cost: $35,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 241890002007139, Location: 4.00 MI W OF US 67 (Lat: 30.319053, Lng: -104.083081), Route carried "on" structure: US 90, Year Built: 1937, Year Reconstructed: 1970, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 679 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,090 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.672, 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: 7, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 26.6m (87.3ft)
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, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $9,000, Total Project Cost: $43,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 241890002007139, Location: 4.00 MI W OF US 67 (Lat: 30.319053, Lng: -104.083081), Route carried "on" structure: US 90, Year Built: 1937, Year Reconstructed: 1970, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 679 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,090 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.672, 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: 7, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 26.6m (87.3ft)
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, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $9,000, Total Project Cost: $43,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24189000200714, Location: 2.45 MI W OF US 67 (Lat: 30.310592, Lng: -104.059372), Route carried "on" structure: US 90, Year Built: 1937, Year Reconstructed: 1970, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 679 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,090 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.134, 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: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 26.6m (87.3ft)
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, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24189000200714, Location: 2.45 MI W OF US 67 (Lat: 30.310592, Lng: -104.059372), Route carried "on" structure: US 90, Year Built: 1937, Year Reconstructed: 1970, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 679 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,090 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.134, 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: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 26.6m (87.3ft)
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, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 241890002007141, Location: 2.05 MI W OF US 67 (Lat: 30.308319, Lng: -104.053014), Route carried "on" structure: US 90, Year Built: 1937, Year Reconstructed: 1970, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 679 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,090 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.797, 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: 11, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 26.6m (87.3ft)
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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 241890002007141, Location: 2.05 MI W OF US 67 (Lat: 30.308319, Lng: -104.053014), Route carried "on" structure: US 90, Year Built: 1937, Year Reconstructed: 1970, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 679 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,090 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.797, 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: 11, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 26.6m (87.3ft)
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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 241890002007142, Location: 0.75 MI W OF US 67 (Lat: 30.306319, Lng: -104.032714), Route carried "on" structure: US 90, Year Built: 1937, Year Reconstructed: 1994, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,162 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 1,580 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.852, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), 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: 17.1m (56.1ft), Out-to-Out Width: 17.5m (57.4ft)
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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 241890002007142, Location: 0.75 MI W OF US 67 (Lat: 30.306319, Lng: -104.032714), Route carried "on" structure: US 90, Year Built: 1937, Year Reconstructed: 1994, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,162 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 1,580 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.852, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), 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: 17.1m (56.1ft), Out-to-Out Width: 17.5m (57.4ft)
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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 241890002007143, Location: 0.30 MI W OF US 67 (Lat: 30.308153, Lng: -104.025119), Route carried "on" structure: US 90, Year Built: 1937, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,614 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 6,310 (year 2033), Design Load: H 15, Features Intersected: MIMMS DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.604, 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: 6, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.6m (61.0ft)
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, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $10,000, Total Project Cost: $49,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 241890002007143, Location: 0.30 MI W OF US 67 (Lat: 30.308153, Lng: -104.025119), Route carried "on" structure: US 90, Year Built: 1937, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,614 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 6,310 (year 2033), Design Load: H 15, Features Intersected: MIMMS DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.604, 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: 6, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.6m (61.0ft)
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, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $10,000, Total Project Cost: $49,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 241890002008027, Location: 0.90 MI E OF SH 17 (Lat: 30.310381, Lng: -104.006192), Route carried "on" structure: US 67, Year Built: 1932, Year Reconstructed: 1955, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 2,623 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,780 (year 2033), Design Load: H 15, Features Intersected: GREENLEE DRAW RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.636, 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: 14, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 241890002008027, Location: 0.90 MI E OF SH 17 (Lat: 30.310381, Lng: -104.006192), Route carried "on" structure: US 67, Year Built: 1932, Year Reconstructed: 1955, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 2,623 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,780 (year 2033), Design Load: H 15, Features Intersected: GREENLEE DRAW RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.636, 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: 14, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 241890002008028, Location: 0.95 MI E OF SH 17 (Lat: 30.309914, Lng: -104.004983), Route carried "on" structure: US 67, Year Built: 1932, Year Reconstructed: 1955, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 2,623 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,780 (year 2033), Design Load: H 15, Features Intersected: GREENLEE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.501, 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: 14, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), 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, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $18,000, Total Project Cost: $89,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 241890002008028, Location: 0.95 MI E OF SH 17 (Lat: 30.309914, Lng: -104.004983), Route carried "on" structure: US 67, Year Built: 1932, Year Reconstructed: 1955, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 2,623 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,780 (year 2033), Design Load: H 15, Features Intersected: GREENLEE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.501, 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: 14, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), 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, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $18,000, Total Project Cost: $89,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 241890002008046, Location: 0.30 MI E OF SH 17 (Lat: 30.310867, Lng: -104.015178), Route carried "on" structure: US 67, Year Built: 1932, Year Reconstructed: 1959, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 2,623 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,780 (year 2033), Design Load: H 20, Features Intersected: ALAMITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.522, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 241890002008046, Location: 0.30 MI E OF SH 17 (Lat: 30.310867, Lng: -104.015178), Route carried "on" structure: US 67, Year Built: 1932, Year Reconstructed: 1959, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 2,623 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,780 (year 2033), Design Load: H 20, Features Intersected: ALAMITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.522, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 241890010405068, Location: 2.30 MI N OF US 90 (Lat: 30.342189, Lng: -104.018003), Route carried "on" structure: State highway 17, Year Built: 1995, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 928 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,510 (year 2033), Design Load: HS 20, Features Intersected: ALAMITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.107, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: 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: 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: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 241890010405068, Location: 2.30 MI N OF US 90 (Lat: 30.342189, Lng: -104.018003), Route carried "on" structure: State highway 17, Year Built: 1995, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 928 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,510 (year 2033), Design Load: HS 20, Features Intersected: ALAMITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.107, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: 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: 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: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 241890010406012, Location: 1.20 MI S OF US 90 (Lat: 30.291883, Lng: -104.024008), Route carried "on" structure: US 67, Year Built: 1932, Year Reconstructed: 1967, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,662 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,610 (year 2033), Design Load: H 15, Features Intersected: MIMMS DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.611, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.6m (41.3ft)
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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 241890010406012, Location: 1.20 MI S OF US 90 (Lat: 30.291883, Lng: -104.024008), Route carried "on" structure: US 67, Year Built: 1932, Year Reconstructed: 1967, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,662 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,610 (year 2033), Design Load: H 15, Features Intersected: MIMMS DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.611, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.6m (41.3ft)
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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 241890010406013, Location: 2.80 MI S OF US 90 (Lat: 30.273939, Lng: -104.037411), Route carried "on" structure: US 67, Year Built: 1932, Year Reconstructed: 1967, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,662 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,610 (year 2033), Design Load: H 15, Features Intersected: MITCHELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.209, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.6m (41.3ft)
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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 241890010406013, Location: 2.80 MI S OF US 90 (Lat: 30.273939, Lng: -104.037411), Route carried "on" structure: US 67, Year Built: 1932, Year Reconstructed: 1967, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,662 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,610 (year 2033), Design Load: H 15, Features Intersected: MITCHELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.209, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.6m (41.3ft)
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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 241890010406014, Location: 4.60 MI S OF US 90 (Lat: 30.249378, Lng: -104.050650), Route carried "on" structure: US 67, Year Built: 1932, Year Reconstructed: 1967, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 1,662 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,610 (year 2033), Design Load: H 15, Features Intersected: FOUR MILE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.027, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.6m (41.3ft)
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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 241890010406014, Location: 4.60 MI S OF US 90 (Lat: 30.249378, Lng: -104.050650), Route carried "on" structure: US 67, Year Built: 1932, Year Reconstructed: 1967, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 1,662 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,610 (year 2033), Design Load: H 15, Features Intersected: FOUR MILE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.027, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.6m (41.3ft)
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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 241890128301001, Location: 0.40 MI E OF SH 17 (Lat: 30.312847, Lng: -104.014897), Route carried "on" structure: State highway 1112, Year Built: 1950, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,284 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,910 (year 2033), Design Load: H 15, Features Intersected: ALAMITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.634, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 241890128301001, Location: 0.40 MI E OF SH 17 (Lat: 30.312847, Lng: -104.014897), Route carried "on" structure: State highway 1112, Year Built: 1950, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,284 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,910 (year 2033), Design Load: H 15, Features Intersected: ALAMITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.634, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous