Bridge Statistics for San Angelo, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 221Number of bridges
- 3,287ft / 1,002mTotal length
- $3,305,000Total costs
- 1,577,570Total average daily traffic
- 122,485Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for San Angelo
- No street view available for this location
- New bridges - historical statistics
- 61920-1929
- 71930-1939
- 41940-1949
- 151950-1959
- 431960-1969
- 281970-1979
- 341980-1989
- 371990-1999
- 312000-2009
- 152010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 41950-1959
- 61960-1969
- 31970-1979
- 61980-1989
- 31990-1999
- 52000-2009
- Bridge Condition - Deck
- 10.3%Very good
- 75.3%Good
- 13.4%Satisfactory
- 1.0%Fair
- Bridge Condition - Superstructure
- 25.8%Very good
- 56.7%Good
- 14.4%Satisfactory
- 2.1%Fair
- 1.0%Poor
- Bridge Condition - Substructure
- 6.2%Very good
- 75.3%Good
- 17.5%Satisfactory
- 1.0%Fair
- Bridge Condition - Channel
- 15.4%Very good
- 54.8%Good
- 26.9%Satisfactory
- 2.9%Fair
- Bridge Condition - Culverts
- 1.6%Very good
- 67.2%Good
- 26.2%Satisfactory
- 4.9%Fair
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Structure Number: 72260006906051, Location: 4.7 MI SE OF RM 2034 (Lat: 31.628381, Lng: -100.672483), Route carried "on" structure: US 87, Year Built: 1929, Year Reconstructed: 1974, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 7,333 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 9,460 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.108, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 72260006906051, Location: 4.7 MI SE OF RM 2034 (Lat: 31.628381, Lng: -100.672483), Route carried "on" structure: US 87, Year Built: 1929, Year Reconstructed: 1974, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 7,333 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 9,460 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.108, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 72260006907096, Location: 0.25 MI S OF US 67 BUS (Lat: 31.456678, Lng: -100.440547), Route carried "on" structure: US 87, Year Built: 1965, Status: Open, Structure Length: 14.94m (49.02ft), Average Daily Traffic: 12,290 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 43,100 (year 2033), Design Load: H 20, Features Intersected: NORTH CONCHO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.188, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.94m (49.02ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $510,000, Roadway Improvement Cost: $128,000, Total Project Cost: $638,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260006907096, Location: 0.25 MI S OF US 67 BUS (Lat: 31.456678, Lng: -100.440547), Route carried "on" structure: US 87, Year Built: 1965, Status: Open, Structure Length: 14.94m (49.02ft), Average Daily Traffic: 12,290 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 43,100 (year 2033), Design Load: H 20, Features Intersected: NORTH CONCHO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.188, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.94m (49.02ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $510,000, Roadway Improvement Cost: $128,000, Total Project Cost: $638,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260006907098, Location: ON US87 0.4 MI NW OF US67 (Lat: 31.472089, Lng: -100.450133), Route carried "on" structure: ServiceUS 87, Year Built: 1967, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,500 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 14,700 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 14TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.425, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.2m (66.3ft)
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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260006907098, Location: ON US87 0.4 MI NW OF US67 (Lat: 31.472089, Lng: -100.450133), Route carried "on" structure: ServiceUS 87, Year Built: 1967, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,500 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 14,700 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 14TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.425, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.2m (66.3ft)
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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260006907099, Location: 0.25 MI S OF US 67 BUS (Lat: 31.455986, Lng: -100.442214), Route carried "on" structure: US 87, Year Built: 1967, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 12,410 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 43,100 (year 2033), Features Intersected: NORTH CONCHO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.311, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.70m (35.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $365,000, Roadway Improvement Cost: $91,000, Total Project Cost: $456,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260006907099, Location: 0.25 MI S OF US 67 BUS (Lat: 31.455986, Lng: -100.442214), Route carried "on" structure: US 87, Year Built: 1967, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 12,410 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 43,100 (year 2033), Features Intersected: NORTH CONCHO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.311, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.70m (35.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $365,000, Roadway Improvement Cost: $91,000, Total Project Cost: $456,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 722600069071, Location: 0.80 MI S OF FM 2105 (Lat: 31.516328, Lng: -100.480694), Route carried "on" structure: US 87, Year Built: 1968, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 7,031 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 9,070 (year 2033), Design Load: H 20, Features Intersected: CHADBOURNE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.394, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 722600069071, Location: 0.80 MI S OF FM 2105 (Lat: 31.516328, Lng: -100.480694), Route carried "on" structure: US 87, Year Built: 1968, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 7,031 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 9,070 (year 2033), Design Load: H 20, Features Intersected: CHADBOURNE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.394, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260006907101, Location: 0.80 MI S OF FM 2105 (Lat: 31.516361, Lng: -100.480881), Route carried "on" structure: US 87, Year Built: 1968, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 6,738 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 9,070 (year 2033), Design Load: H 20, Features Intersected: CHADBOURNE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.404, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260006907101, Location: 0.80 MI S OF FM 2105 (Lat: 31.516361, Lng: -100.480881), Route carried "on" structure: US 87, Year Built: 1968, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 6,738 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 9,070 (year 2033), Design Load: H 20, Features Intersected: CHADBOURNE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.404, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260006907102, Location: 0.9 MI NW OF US 67 (Lat: 31.479856, Lng: -100.455839), Route carried "on" structure: US 87, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15,766 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 8,170 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.525, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), 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: 12.0m (39.4ft), Out-to-Out Width: 17.8m (58.4ft)
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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260006907102, Location: 0.9 MI NW OF US 67 (Lat: 31.479856, Lng: -100.455839), Route carried "on" structure: US 87, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15,766 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 8,170 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.525, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), 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: 12.0m (39.4ft), Out-to-Out Width: 17.8m (58.4ft)
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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260006907103, Location: 0.75 MI NW OF US 67 (Lat: 31.476908, Lng: -100.453361), Route carried "on" structure: ServiceUS 87, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,500 (year 2014), Truck Traffic: 11%, Average Future Daily Traffic: 14,700 (year 2034), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 19TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.821, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Channel: Very 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260006907103, Location: 0.75 MI NW OF US 67 (Lat: 31.476908, Lng: -100.453361), Route carried "on" structure: ServiceUS 87, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,500 (year 2014), Truck Traffic: 11%, Average Future Daily Traffic: 14,700 (year 2034), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 19TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.821, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Channel: Very 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260006907104, Location: 0.65 MI NW OF US 67 (Lat: 31.474900, Lng: -100.452014), Route carried "on" structure: ServiceUS 87, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,500 (year 2014), Truck Traffic: 11%, Average Future Daily Traffic: 14,700 (year 2034), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 17TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.066, 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: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 20.5m (67.3ft)
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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260006907104, Location: 0.65 MI NW OF US 67 (Lat: 31.474900, Lng: -100.452014), Route carried "on" structure: ServiceUS 87, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,500 (year 2014), Truck Traffic: 11%, Average Future Daily Traffic: 14,700 (year 2034), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 17TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.066, 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: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 20.5m (67.3ft)
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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260006907105, Location: 0.50 MI NW OF US 67 (Lat: 31.472989, Lng: -100.450733), Route carried "on" structure: ServiceUS 87, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,500 (year 2014), Truck Traffic: 11%, Average Future Daily Traffic: 14,700 (year 2034), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 15TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.291, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 19.3m (63.3ft)
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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260006907105, Location: 0.50 MI NW OF US 67 (Lat: 31.472989, Lng: -100.450733), Route carried "on" structure: ServiceUS 87, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,500 (year 2014), Truck Traffic: 11%, Average Future Daily Traffic: 14,700 (year 2034), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 15TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.291, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 19.3m (63.3ft)
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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260007001041, Location: 0.60 MI S OF FM 388 (Lat: 31.435611, Lng: -100.434492), Route carried "on" structure: State highway 1223, Year Built: 1946, Year Reconstructed: 1981, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 7,500 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 10,670 (year 2033), Design Load: H 15, Features Intersected: RED ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.130, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260007001041, Location: 0.60 MI S OF FM 388 (Lat: 31.435611, Lng: -100.434492), Route carried "on" structure: State highway 1223, Year Built: 1946, Year Reconstructed: 1981, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 7,500 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 10,670 (year 2033), Design Load: H 15, Features Intersected: RED ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.130, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260007001042, Location: 0.95 MI S OF FM 388 (Lat: 31.431511, Lng: -100.431831), Route carried "on" structure: State highway 1223, Year Built: 1946, Year Reconstructed: 1981, Status: Open, Structure Length: 16.31m (53.51ft), Average Daily Traffic: 7,903 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 10,670 (year 2033), Design Load: H 15, Features Intersected: SOUTH CONCHO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.688, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.31m (53.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260007001042, Location: 0.95 MI S OF FM 388 (Lat: 31.431511, Lng: -100.431831), Route carried "on" structure: State highway 1223, Year Built: 1946, Year Reconstructed: 1981, Status: Open, Structure Length: 16.31m (53.51ft), Average Daily Traffic: 7,903 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 10,670 (year 2033), Design Load: H 15, Features Intersected: SOUTH CONCHO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.688, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.31m (53.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260007002046, Location: 0.80 MI E OF US 277 (Lat: 31.388361, Lng: -100.420908), Route carried "on" structure: US 87, Year Built: 1962, Year Reconstructed: 1972, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,339 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 10,120 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.692, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 72260007002046, Location: 0.80 MI E OF US 277 (Lat: 31.388361, Lng: -100.420908), Route carried "on" structure: US 87, Year Built: 1962, Year Reconstructed: 1972, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,339 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 10,120 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.692, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 72260007002047, Location: 0.55 MI SE OF LOOP 306 (Lat: 31.384158, Lng: -100.365886), Route carried "on" structure: US 87, Year Built: 1962, Year Reconstructed: 1972, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 7,592 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 9,480 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.995, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 72260007002047, Location: 0.55 MI SE OF LOOP 306 (Lat: 31.384158, Lng: -100.365886), Route carried "on" structure: US 87, Year Built: 1962, Year Reconstructed: 1972, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 7,592 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 9,480 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.995, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 72260007002048, Location: 0.15 MI N OF FM 584 (Lat: 31.440814, Lng: -100.441986), Route carried "on" structure: US 87, Year Built: 1969, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 24,527 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 43,100 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.972, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 40.5m (132.9ft)
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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260007002048, Location: 0.15 MI N OF FM 584 (Lat: 31.440814, Lng: -100.441986), Route carried "on" structure: US 87, Year Built: 1969, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 24,527 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 43,100 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.972, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 40.5m (132.9ft)
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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260007002049, Location: 0.00 MI S OF LOOP 545 (Lat: 31.439239, Lng: -100.441989), Route carried "on" structure: US 87, Year Built: 1969, Year Reconstructed: 1972, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 11,542 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 14,670 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.103, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 44.2m (145.0ft)
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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260007002049, Location: 0.00 MI S OF LOOP 545 (Lat: 31.439239, Lng: -100.441989), Route carried "on" structure: US 87, Year Built: 1969, Year Reconstructed: 1972, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 11,542 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 14,670 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.103, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 44.2m (145.0ft)
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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7226000700205, Location: 0.65 MI S OF FM 584 (Lat: 31.429703, Lng: -100.441736), Route carried "on" structure: US 87, Year Built: 1969, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 11,542 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 14,670 (year 2033), Design Load: HS 20, Features Intersected: RED ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.172, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 11, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 36.3m (119.1ft), Out-to-Out Width: 40.9m (134.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7226000700205, Location: 0.65 MI S OF FM 584 (Lat: 31.429703, Lng: -100.441736), Route carried "on" structure: US 87, Year Built: 1969, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 11,542 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 14,670 (year 2033), Design Load: HS 20, Features Intersected: RED ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.172, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 11, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 36.3m (119.1ft), Out-to-Out Width: 40.9m (134.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260007002053, Location: 0.70 MI S OF LOOP 306 (Lat: 31.392778, Lng: -100.432922), Route carried "on" structure: US 87, Year Built: 1972, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 5,610 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 7,850 (year 2033), Design Load: HS 20, Features Intersected: US 277 (NB)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.348, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: 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: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260007002053, Location: 0.70 MI S OF LOOP 306 (Lat: 31.392778, Lng: -100.432922), Route carried "on" structure: US 87, Year Built: 1972, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 5,610 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 7,850 (year 2033), Design Load: HS 20, Features Intersected: US 277 (NB)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.348, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: 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: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260007002054, Location: 0.70 MI S OF LOOP 306 (Lat: 31.392919, Lng: -100.432875), Route carried "on" structure: US 87, Year Built: 1972, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 5,610 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 7,850 (year 2033), Design Load: HS 20, Features Intersected: US 277 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.321, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: 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: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260007002054, Location: 0.70 MI S OF LOOP 306 (Lat: 31.392919, Lng: -100.432875), Route carried "on" structure: US 87, Year Built: 1972, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 5,610 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 7,850 (year 2033), Design Load: HS 20, Features Intersected: US 277 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.321, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: 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: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260007002055, Location: 0.35 MI S OF LOOP 306 (Lat: 31.397631, Lng: -100.435094), Route carried "on" structure: Business State highway 378, Year Built: 1972, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 8,080 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 11,310 (year 2033), Design Load: HS 20, Features Intersected: US 87 & US 277 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.133, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260007002055, Location: 0.35 MI S OF LOOP 306 (Lat: 31.397631, Lng: -100.435094), Route carried "on" structure: Business State highway 378, Year Built: 1972, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 8,080 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 11,310 (year 2033), Design Load: HS 20, Features Intersected: US 87 & US 277 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.133, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260007002057, Location: AT US 87 (Lat: 31.403911, Lng: -100.437106), Route carried "on" structure: Ramp State highway 306, Year Built: 1972, Status: Open, Structure Length: 12.50m (41.01ft), Average Daily Traffic: 1,700 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 2,380 (year 2033), Design Load: HS 20, Features Intersected: US 87/US 277
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 15.403, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260007002057, Location: AT US 87 (Lat: 31.403911, Lng: -100.437106), Route carried "on" structure: Ramp State highway 306, Year Built: 1972, Status: Open, Structure Length: 12.50m (41.01ft), Average Daily Traffic: 1,700 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 2,380 (year 2033), Design Load: HS 20, Features Intersected: US 87/US 277
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 15.403, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260007002058, Location: 0.20 MI N OF LOOP 306 (Lat: 31.407608, Lng: -100.437778), Route carried "on" structure: US 87, Year Built: 1972, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 11,542 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 14,670 (year 2033), Design Load: HS 20, Features Intersected: FISH HATCHERY CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.684, Lanes on structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
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: 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: September 2020
Structure Number: 72260007002058, Location: 0.20 MI N OF LOOP 306 (Lat: 31.407608, Lng: -100.437778), Route carried "on" structure: US 87, Year Built: 1972, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 11,542 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 14,670 (year 2033), Design Load: HS 20, Features Intersected: FISH HATCHERY CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.684, Lanes on structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
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: 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: September 2020
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Structure Number: 72260007002059, Location: 0.70 MI N OF LOOP 306 (Lat: 31.414956, Lng: -100.439406), Route carried "on" structure: US 87, Year Built: 1972, Status: Open, Structure Length: 12.37m (40.58ft), Average Daily Traffic: 5,612 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 7,330 (year 2033), Design Load: HS 20, Features Intersected: SOUTH CONCHO RIVER & RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.814, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260007002059, Location: 0.70 MI N OF LOOP 306 (Lat: 31.414956, Lng: -100.439406), Route carried "on" structure: US 87, Year Built: 1972, Status: Open, Structure Length: 12.37m (40.58ft), Average Daily Traffic: 5,612 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 7,330 (year 2033), Design Load: HS 20, Features Intersected: SOUTH CONCHO RIVER & RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.814, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7226000700206, Location: 0.70 MI N OF LOOP 306 (Lat: 31.414781, Lng: -100.439581), Route carried "on" structure: US 87, Year Built: 1972, Status: Open, Structure Length: 12.37m (40.58ft), Average Daily Traffic: 5,522 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 7,330 (year 2033), Design Load: HS 20, Features Intersected: SOUTH CONCHO RIVER & RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.814, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7226000700206, Location: 0.70 MI N OF LOOP 306 (Lat: 31.414781, Lng: -100.439581), Route carried "on" structure: US 87, Year Built: 1972, Status: Open, Structure Length: 12.37m (40.58ft), Average Daily Traffic: 5,522 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 7,330 (year 2033), Design Load: HS 20, Features Intersected: SOUTH CONCHO RIVER & RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.814, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260007002065, Location: AT US 87 (Lat: 31.404169, Lng: -100.437139), Route carried "on" structure: Ramp State highway 306, Year Built: 1972, Status: Open, Structure Length: 16.83m (55.22ft), Average Daily Traffic: 1,499 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,380 (year 2033), Design Load: HS 20, Features Intersected: US 87 AND US 277, Facility Carried by Structure: US 87 NB Ramp
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.350, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260007002065, Location: AT US 87 (Lat: 31.404169, Lng: -100.437139), Route carried "on" structure: Ramp State highway 306, Year Built: 1972, Status: Open, Structure Length: 16.83m (55.22ft), Average Daily Traffic: 1,499 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,380 (year 2033), Design Load: HS 20, Features Intersected: US 87 AND US 277, Facility Carried by Structure: US 87 NB Ramp
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.350, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7226000700207, Location: AT LOOP 306 (Lat: 31.387069, Lng: -100.373861), Route carried "on" structure: US 87, Year Built: 1972, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 3,610 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 5,060 (year 2033), Design Load: HS 20, Features Intersected: LOOP 306
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.126, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7226000700207, Location: AT LOOP 306 (Lat: 31.387069, Lng: -100.373861), Route carried "on" structure: US 87, Year Built: 1972, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 3,610 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 5,060 (year 2033), Design Load: HS 20, Features Intersected: LOOP 306
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.126, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260007002071, Location: AT LOOP 306 (Lat: 31.387294, Lng: -100.373867), Route carried "on" structure: US 87, Year Built: 1972, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 3,610 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 5,060 (year 2033), Design Load: HS 20, Features Intersected: LOOP 306
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.126, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260007002071, Location: AT LOOP 306 (Lat: 31.387294, Lng: -100.373867), Route carried "on" structure: US 87, Year Built: 1972, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 3,610 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 5,060 (year 2033), Design Load: HS 20, Features Intersected: LOOP 306
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.126, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260007706057, Location: 3.10 MI SW OF FM 2288 (Lat: 31.405367, Lng: -100.559750), Route carried "on" structure: US 67, Year Built: 1968, Year Reconstructed: 2003, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,935 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 14,280 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.279, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Channel: Very 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 72260007706057, Location: 3.10 MI SW OF FM 2288 (Lat: 31.405367, Lng: -100.559750), Route carried "on" structure: US 67, Year Built: 1968, Year Reconstructed: 2003, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,935 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 14,280 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.279, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Channel: Very 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 72260007706071, Location: 0.05 MI SW OF US 87 (Lat: 31.466742, Lng: -100.448956), Route carried "on" structure: ServiceUS 67, Year Built: 1982, Status: Open, Structure Length: 12.28m (40.29ft), Average Daily Traffic: 7,286 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 9,940 (year 2033), Design Load: HS 20, Features Intersected: N CONCHO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.279, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260007706071, Location: 0.05 MI SW OF US 87 (Lat: 31.466742, Lng: -100.448956), Route carried "on" structure: ServiceUS 67, Year Built: 1982, Status: Open, Structure Length: 12.28m (40.29ft), Average Daily Traffic: 7,286 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 9,940 (year 2033), Design Load: HS 20, Features Intersected: N CONCHO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.279, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260007706072, Location: 0.05 MI SW OF US 87 (Lat: 31.466014, Lng: -100.448175), Route carried "on" structure: ServiceUS 67, Year Built: 1936, Status: Open, Structure Length: 11.95m (39.21ft), Average Daily Traffic: 8,075 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 9,940 (year 2033), Features Intersected: N CONCHO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.327, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.8 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: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.95m (39.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $8,000, Total Project Cost: $38,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260007706072, Location: 0.05 MI SW OF US 87 (Lat: 31.466014, Lng: -100.448175), Route carried "on" structure: ServiceUS 67, Year Built: 1936, Status: Open, Structure Length: 11.95m (39.21ft), Average Daily Traffic: 8,075 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 9,940 (year 2033), Features Intersected: N CONCHO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.327, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.8 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: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.95m (39.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $8,000, Total Project Cost: $38,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260007706076, Location: 0.55 MI SW OF RM 853 (Lat: 31.442617, Lng: -100.498786), Route carried "on" structure: ServiceUS 67, Year Built: 1983, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 2,620 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 4,730 (year 2032), Design Load: HS 20, Features Intersected: RED ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.982, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 13.0m (42.7ft)
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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260007706076, Location: 0.55 MI SW OF RM 853 (Lat: 31.442617, Lng: -100.498786), Route carried "on" structure: ServiceUS 67, Year Built: 1983, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 2,620 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 4,730 (year 2032), Design Load: HS 20, Features Intersected: RED ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.982, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 13.0m (42.7ft)
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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260007706077, Location: 0.55 MI SW OF FM 853 (Lat: 31.441728, Lng: -100.498031), Route carried "on" structure: ServiceUS 67, Year Built: 1983, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 12,472 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 18,340 (year 2030), Design Load: HS 20, Features Intersected: RED ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.955, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 13.0m (42.7ft)
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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260007706077, Location: 0.55 MI SW OF FM 853 (Lat: 31.441728, Lng: -100.498031), Route carried "on" structure: ServiceUS 67, Year Built: 1983, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 12,472 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 18,340 (year 2030), Design Load: HS 20, Features Intersected: RED ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.955, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 13.0m (42.7ft)
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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260007706078, Location: AT US 67 BUSINESS (Lat: 31.431114, Lng: -100.506622), Route carried "on" structure: State highway 306, Year Built: 1990, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 18,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 24,000 (year 2036), Design Load: HS 20, Features Intersected: US 67 BUS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260007706078, Location: AT US 67 BUSINESS (Lat: 31.431114, Lng: -100.506622), Route carried "on" structure: State highway 306, Year Built: 1990, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 18,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 24,000 (year 2036), Design Load: HS 20, Features Intersected: US 67 BUS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260007706079, Location: AT JCT US 67 BUSINESS (Lat: 31.430800, Lng: -100.506186), Route carried "on" structure: State highway 306, Year Built: 1990, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 18,000 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 24,000 (year 2028), Design Load: HS 20, Features Intersected: US 67 BUS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 72260007706079, Location: AT JCT US 67 BUSINESS (Lat: 31.430800, Lng: -100.506186), Route carried "on" structure: State highway 306, Year Built: 1990, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 18,000 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 24,000 (year 2028), Design Load: HS 20, Features Intersected: US 67 BUS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 72260007706081, Location: 0.15 MI NE OF US 87 (Lat: 31.467478, Lng: -100.445333), Route carried "on" structure: Ramp US 67, Year Built: 1997, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 680 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 950 (year 2033), Design Load: HS 20, Features Intersected: US 67 NB ENTR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.902, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 72260007706081, Location: 0.15 MI NE OF US 87 (Lat: 31.467478, Lng: -100.445333), Route carried "on" structure: Ramp US 67, Year Built: 1997, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 680 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 950 (year 2033), Design Load: HS 20, Features Intersected: US 67 NB ENTR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.902, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 72260007706082, Location: 0.20 MI NE OF US 87 (Lat: 31.468500, Lng: -100.444825), Route carried "on" structure: Ramp US 67, Year Built: 1997, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 4,230 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,070 (year 2033), Design Load: HS 20, Features Intersected: US 67 SB EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.902, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 72260007706082, Location: 0.20 MI NE OF US 87 (Lat: 31.468500, Lng: -100.444825), Route carried "on" structure: Ramp US 67, Year Built: 1997, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 4,230 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,070 (year 2033), Design Load: HS 20, Features Intersected: US 67 SB EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.902, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 72260007706083, Location: 0.55 MI SW OF RM 853 (Lat: 31.442533, Lng: -100.498367), Route carried "on" structure: US 67, Year Built: 2003, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 11,317 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 23,760 (year 2036), Design Load: HS 20, Features Intersected: RED ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.982, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 72260007706083, Location: 0.55 MI SW OF RM 853 (Lat: 31.442533, Lng: -100.498367), Route carried "on" structure: US 67, Year Built: 2003, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 11,317 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 23,760 (year 2036), Design Load: HS 20, Features Intersected: RED ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.982, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 72260007706084, Location: 0.55 MI SW OF RM 853 (Lat: 31.441786, Lng: -100.498506), Route carried "on" structure: US 67, Year Built: 2003, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 4,300 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 7,200 (year 2036), Design Load: HS 20, Features Intersected: RED ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.955, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 72260007706084, Location: 0.55 MI SW OF RM 853 (Lat: 31.441786, Lng: -100.498506), Route carried "on" structure: US 67, Year Built: 2003, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 4,300 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 7,200 (year 2036), Design Load: HS 20, Features Intersected: RED ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.955, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 72260007706085, Location: 2.95 MI SW OF US 87 (Lat: 31.448464, Lng: -100.492625), Route carried "on" structure: US 67, Year Built: 2003, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 10,000 (year 2016), Average Future Daily Traffic: 15,900 (year 2036), Design Load: HS 20, Features Intersected: RM 853 (ARDEN ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.131, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 72260007706085, Location: 2.95 MI SW OF US 87 (Lat: 31.448464, Lng: -100.492625), Route carried "on" structure: US 67, Year Built: 2003, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 10,000 (year 2016), Average Future Daily Traffic: 15,900 (year 2036), Design Load: HS 20, Features Intersected: RM 853 (ARDEN ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.131, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 72260007706086, Location: 2.95 MI SW OF US 87 (Lat: 31.447914, Lng: -100.492444), Route carried "on" structure: US 67, Year Built: 2003, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 9,900 (year 2016), Average Future Daily Traffic: 12,300 (year 2036), Design Load: HS 20, Features Intersected: RM 853 (ARDEN ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.051, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 72260007706086, Location: 2.95 MI SW OF US 87 (Lat: 31.447914, Lng: -100.492444), Route carried "on" structure: US 67, Year Built: 2003, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 9,900 (year 2016), Average Future Daily Traffic: 12,300 (year 2036), Design Load: HS 20, Features Intersected: RM 853 (ARDEN ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.051, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 72260007706087, Location: 0.25 MI NE OF RM 853 (Lat: 31.451278, Lng: -100.488128), Route carried "on" structure: City street 1, Year Built: 2003, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 11,500 (year 2016), Average Future Daily Traffic: 20,300 (year 2036), Design Load: HS 20, Features Intersected: US 67, Facility Carried by Structure: GLENNA STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 72260007706087, Location: 0.25 MI NE OF RM 853 (Lat: 31.451278, Lng: -100.488128), Route carried "on" structure: City street 1, Year Built: 2003, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 11,500 (year 2016), Average Future Daily Traffic: 20,300 (year 2036), Design Load: HS 20, Features Intersected: US 67, Facility Carried by Structure: GLENNA STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete