Bridge Statistics for Snyder, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 91930-1939
- 101940-1949
- 101950-1959
- 241960-1969
- 31970-1979
- 21980-1989
- 61990-1999
- 72000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 61950-1959
- 11960-1969
- 111970-1979
- 61980-1989
- 21990-1999
- Bridge Condition - Deck
- 3.8%Very good
- 50.0%Good
- 26.9%Satisfactory
- 19.2%Fair
- Bridge Condition - Superstructure
- 19.2%Very good
- 34.6%Good
- 26.9%Satisfactory
- 15.4%Fair
- 3.8%Poor
- Bridge Condition - Substructure
- 7.7%Very good
- 42.3%Good
- 38.5%Satisfactory
- 7.7%Fair
- 3.8%Poor
- Bridge Condition - Channel
- 5.6%Very good
- 46.3%Good
- 42.6%Satisfactory
- 5.6%Fair
- Bridge Condition - Culverts
- 51.3%Good
- 41.0%Satisfactory
- 5.1%Fair
- 2.6%Poor
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Structure Number: 82080136103004, Location: 1.7 MI N OF FM 1611 (Lat: 32.836686, Lng: -100.924119), Route carried "on" structure: State highway 208, Year Built: 1990, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,093 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,940 (year 2035), Design Load: HS 20, Features Intersected: ENNIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.923, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82080136103004, Location: 1.7 MI N OF FM 1611 (Lat: 32.836686, Lng: -100.924119), Route carried "on" structure: State highway 208, Year Built: 1990, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,093 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,940 (year 2035), Design Load: HS 20, Features Intersected: ENNIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.923, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82080152701001, Location: 1.21 MI S OF US 84 (Lat: 32.775714, Lng: -100.961022), Route carried "on" structure: State highway 1611, Year Built: 1952, Year Reconstructed: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 835 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 1,670 (year 2033), Features Intersected: DEEP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.642, 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: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82080152701001, Location: 1.21 MI S OF US 84 (Lat: 32.775714, Lng: -100.961022), Route carried "on" structure: State highway 1611, Year Built: 1952, Year Reconstructed: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 835 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 1,670 (year 2033), Features Intersected: DEEP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.642, 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: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82080152701002, Location: 3.23 MI S OF US 84 (Lat: 32.746361, Lng: -100.962394), Route carried "on" structure: State highway 1611, Year Built: 1963, Year Reconstructed: 1986, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,079 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 2,630 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.899, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82080152701002, Location: 3.23 MI S OF US 84 (Lat: 32.746361, Lng: -100.962394), Route carried "on" structure: State highway 1611, Year Built: 1963, Year Reconstructed: 1986, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,079 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 2,630 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.899, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82080152903002, Location: 1.97 MI E OF SH 350 (Lat: 32.704325, Lng: -100.885156), Route carried "on" structure: State highway 1605, Year Built: 1961, Year Reconstructed: 2001, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 4,868 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,900 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.178, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82080152903002, Location: 1.97 MI E OF SH 350 (Lat: 32.704325, Lng: -100.885156), Route carried "on" structure: State highway 1605, Year Built: 1961, Year Reconstructed: 2001, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 4,868 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,900 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.178, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82080152903003, Location: 0.42 MI E OF SH 350 (Lat: 32.704625, Lng: -100.911583), Route carried "on" structure: State highway 1605, Year Built: 2001, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 9,575 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 13,940 (year 2033), Design Load: HS 20, Features Intersected: DEEP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.681, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), 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 or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: May 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 82080152903003, Location: 0.42 MI E OF SH 350 (Lat: 32.704625, Lng: -100.911583), Route carried "on" structure: State highway 1605, Year Built: 2001, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 9,575 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 13,940 (year 2033), Design Load: HS 20, Features Intersected: DEEP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.681, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), 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 or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: May 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 82080218901002, Location: 2.2 MI N OF US 180 (Lat: 32.733125, Lng: -100.828203), Route carried "on" structure: State highway 1673, Year Built: 1996, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 640 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 900 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.452, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019
Structure Number: 82080218901002, Location: 2.2 MI N OF US 180 (Lat: 32.733125, Lng: -100.828203), Route carried "on" structure: State highway 1673, Year Built: 1996, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 640 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 900 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.452, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019
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Structure Number: 82080218901003, Location: 0.7 MI S OF US 180 (Lat: 32.695111, Lng: -100.813497), Route carried "on" structure: State highway 1673, Year Built: 1996, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 192 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 640 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.014, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019
Structure Number: 82080218901003, Location: 0.7 MI S OF US 180 (Lat: 32.695111, Lng: -100.813497), Route carried "on" structure: State highway 1673, Year Built: 1996, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 192 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 640 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.014, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019
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Structure Number: 82080331101001, Location: 2.24 MI E OF SH 350 (Lat: 32.671744, Lng: -100.892344), Route carried "on" structure: State highway 2763, Year Built: 1973, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,705 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,040 (year 2033), Design Load: HS 20, Features Intersected: DEEP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.800, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82080331101001, Location: 2.24 MI E OF SH 350 (Lat: 32.671744, Lng: -100.892344), Route carried "on" structure: State highway 2763, Year Built: 1973, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,705 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,040 (year 2033), Design Load: HS 20, Features Intersected: DEEP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.800, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82080AA0173001, Location: 0.60 MI W OF US 84 BUS (Lat: 32.749581, Lng: -100.940122), Route carried "on" structure: County highway 226, Year Built: 1989, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 905 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,200 (year 2030), Design Load: HS 20, Features Intersected: DEEP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 82080AA0173001, Location: 0.60 MI W OF US 84 BUS (Lat: 32.749581, Lng: -100.940122), Route carried "on" structure: County highway 226, Year Built: 1989, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 905 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,200 (year 2030), Design Load: HS 20, Features Intersected: DEEP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 82080AA0196002, Location: 1.7 MI S OF FM 1607 (Lat: 32.680800, Lng: -100.964583), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 468 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 650 (year 2030), Features Intersected: CANYON CREEK, Facility Carried by Structure: BLOCK LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Good, Culverts: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82080AA0196002, Location: 1.7 MI S OF FM 1607 (Lat: 32.680800, Lng: -100.964583), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 468 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 650 (year 2030), Features Intersected: CANYON CREEK, Facility Carried by Structure: BLOCK LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Good, Culverts: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82080B00105001, Location: 0.3 MI S OF US 180 (Lat: 32.712686, Lng: -100.913619), Route carried "on" structure: City street , Year Built: 1958, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 648 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2027), Features Intersected: DRY RUN CREEK, Facility Carried by Structure: AVE O
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.552, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $5,000, Total Project Cost: $23,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82080B00105001, Location: 0.3 MI S OF US 180 (Lat: 32.712686, Lng: -100.913619), Route carried "on" structure: City street , Year Built: 1958, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 648 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2027), Features Intersected: DRY RUN CREEK, Facility Carried by Structure: AVE O
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.552, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $5,000, Total Project Cost: $23,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82080B00215001, Location: 0.50 MI S OF SH 350 (Lat: 32.682389, Lng: -100.919208), Route carried "on" structure: City street 354, Year Built: 1976, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,933 (year 2020), Average Future Daily Traffic: 9,000 (year 2030), Features Intersected: DEEP CREEK TRIB, Facility Carried by Structure: COLLEGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.838, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 82080B00215001, Location: 0.50 MI S OF SH 350 (Lat: 32.682389, Lng: -100.919208), Route carried "on" structure: City street 354, Year Built: 1976, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,933 (year 2020), Average Future Daily Traffic: 9,000 (year 2030), Features Intersected: DEEP CREEK TRIB, Facility Carried by Structure: COLLEGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.838, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 82080B00540001, Location: 0.20 MI W OF US 84 BUS (Lat: 32.721756, Lng: -100.921422), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 564 (year 2010), Average Future Daily Traffic: 600 (year 2030), Features Intersected: DEEP CREEK, Facility Carried by Structure: 21ST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 82080B00540001, Location: 0.20 MI W OF US 84 BUS (Lat: 32.721756, Lng: -100.921422), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 564 (year 2010), Average Future Daily Traffic: 600 (year 2030), Features Intersected: DEEP CREEK, Facility Carried by Structure: 21ST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 82080B00555001, Location: 0.25 MI E OF US 84 BUS (Lat: 32.718161, Lng: -100.913703), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 773 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 750 (year 2030), Features Intersected: DRY RUN CREEK, Facility Carried by Structure: 24TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Very good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82080B00555001, Location: 0.25 MI E OF US 84 BUS (Lat: 32.718161, Lng: -100.913703), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 773 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 750 (year 2030), Features Intersected: DRY RUN CREEK, Facility Carried by Structure: 24TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Very good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82080B00565001, Location: 0.15 MI W OF SH 350 (Lat: 32.716203, Lng: -100.920097), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1955, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 2,520 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 3,000 (year 2030), Features Intersected: DEEP CREEK, Facility Carried by Structure: 26TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82080B00565001, Location: 0.15 MI W OF SH 350 (Lat: 32.716203, Lng: -100.920097), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1955, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 2,520 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 3,000 (year 2030), Features Intersected: DEEP CREEK, Facility Carried by Structure: 26TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82080B00565002, Location: 0.30 MI E OF SH 350 (Lat: 32.715975, Lng: -100.913228), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1970, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,884 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 1,570 (year 2027), Features Intersected: DRY RUN CREEK, Facility Carried by Structure: 26TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Channel: Good, Culverts: Good, 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82080B00565002, Location: 0.30 MI E OF SH 350 (Lat: 32.715975, Lng: -100.913228), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1970, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,884 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 1,570 (year 2027), Features Intersected: DRY RUN CREEK, Facility Carried by Structure: 26TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Channel: Good, Culverts: Good, 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82080B00570001, Location: 0.10 MI W OF SH 350 (Lat: 32.715083, Lng: -100.919819), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 936 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 1,000 (year 2030), Features Intersected: DEEP CREEK, Facility Carried by Structure: 27TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 82080B00570001, Location: 0.10 MI W OF SH 350 (Lat: 32.715083, Lng: -100.919819), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 936 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 1,000 (year 2030), Features Intersected: DEEP CREEK, Facility Carried by Structure: 27TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 82080B00570002, Location: 0.30 MI E OF SH 350 (Lat: 32.715072, Lng: -100.912889), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 500 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,290 (year 2032), Design Load: HS 20, Features Intersected: DRY RUN CREEK, Facility Carried by Structure: 27TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 13.4m (44.0ft)
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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 82080B00570002, Location: 0.30 MI E OF SH 350 (Lat: 32.715072, Lng: -100.912889), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 500 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 1,290 (year 2032), Design Load: HS 20, Features Intersected: DRY RUN CREEK, Facility Carried by Structure: 27TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 13.4m (44.0ft)
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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 82080B00575001, Location: 0.05 MI East of Ave T (Lat: 32.714169, Lng: -100.919169), Route carried "on" structure: City street 28, Year Built: 1980, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 402 (year 2020), Average Future Daily Traffic: 250 (year 2033), Features Intersected: Deep Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Channel: Good, Culverts: 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 82080B00575001, Location: 0.05 MI East of Ave T (Lat: 32.714169, Lng: -100.919169), Route carried "on" structure: City street 28, Year Built: 1980, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 402 (year 2020), Average Future Daily Traffic: 250 (year 2033), Features Intersected: Deep Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Channel: Good, Culverts: 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 82080B00575002, Location: 0.30 MI E OF SH 350 (Lat: 32.714019, Lng: -100.912861), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 570 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 725 (year 2032), Features Intersected: DRY RUN CREEK, Facility Carried by Structure: 28TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.185, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82080B00575002, Location: 0.30 MI E OF SH 350 (Lat: 32.714019, Lng: -100.912861), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 570 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 725 (year 2032), Features Intersected: DRY RUN CREEK, Facility Carried by Structure: 28TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.185, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82080B00590001, Location: 0.15 MI E OF SH 350 (Lat: 32.712142, Lng: -100.916128), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 2,302 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,000 (year 2027), Features Intersected: DEEP CREEK, Facility Carried by Structure: 30TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82080B00590001, Location: 0.15 MI E OF SH 350 (Lat: 32.712142, Lng: -100.916128), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 2,302 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,000 (year 2027), Features Intersected: DEEP CREEK, Facility Carried by Structure: 30TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82080B00590002, Location: 0.25 MI E OF SH 350 (Lat: 32.712108, Lng: -100.914442), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,848 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 5,000 (year 2027), Features Intersected: DRY RUN CREEK, Facility Carried by Structure: 30TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82080B00590002, Location: 0.25 MI E OF SH 350 (Lat: 32.712108, Lng: -100.914442), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,848 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 5,000 (year 2027), Features Intersected: DRY RUN CREEK, Facility Carried by Structure: 30TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82080005308057, Location: 4.4 MI SE OF FM 1611 (Lat: 32.739478, Lng: -100.918553), Route carried "under" structure: State highway 208, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 4,750 (year 2013), Truck Traffic: 30%, Features Intersected: US 84, Facility Carried by Structure: US 84 WB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 25.838, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 82080005308057, Location: 4.4 MI SE OF FM 1611 (Lat: 32.739478, Lng: -100.918553), Route carried "under" structure: State highway 208, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 4,750 (year 2013), Truck Traffic: 30%, Features Intersected: US 84, Facility Carried by Structure: US 84 WB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 25.838, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 82080005308058, Location: 4.4 MI SE OF FM 1611 (Lat: 32.739047, Lng: -100.918306), Route carried "under" structure: State highway 208, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 5,870 (year 2013), Truck Traffic: 14%, Features Intersected: US 84, Facility Carried by Structure: US 84 EB
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 25.910, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 82080005308058, Location: 4.4 MI SE OF FM 1611 (Lat: 32.739047, Lng: -100.918306), Route carried "under" structure: State highway 208, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 5,870 (year 2013), Truck Traffic: 14%, Features Intersected: US 84, Facility Carried by Structure: US 84 EB
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 25.910, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 82080005308062, Location: 1.1 MI SE OF SH 208 (Lat: 32.731139, Lng: -100.901728), Route carried "under" structure: US 84, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 7,980 (year 2013), Truck Traffic: 28%, Features Intersected: AVENUE E / FM 1673, Facility Carried by Structure: AVENUE E / FM 1673
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 13.208, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 82080005308062, Location: 1.1 MI SE OF SH 208 (Lat: 32.731139, Lng: -100.901728), Route carried "under" structure: US 84, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 7,980 (year 2013), Truck Traffic: 28%, Features Intersected: AVENUE E / FM 1673, Facility Carried by Structure: AVENUE E / FM 1673
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 13.208, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 82080005308072, Location: 4.50 MI NW OF SH 208 (Lat: 32.793239, Lng: -100.959528), Route carried "under" structure: State highway 1611, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 1,190 (year 2013), Truck Traffic: 27%, Features Intersected: US 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.136, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 82080005308072, Location: 4.50 MI NW OF SH 208 (Lat: 32.793239, Lng: -100.959528), Route carried "under" structure: State highway 1611, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 1,190 (year 2013), Truck Traffic: 27%, Features Intersected: US 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.136, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 82080005308094, Location: 0.70 MI N OF SH 208 (Lat: 32.748139, Lng: -100.925081), Route carried "under" structure: City street , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 1,800 (year 2015), Features Intersected: US 84, Facility Carried by Structure: US 84
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 10.115, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 82080005308094, Location: 0.70 MI N OF SH 208 (Lat: 32.748139, Lng: -100.925081), Route carried "under" structure: City street , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 1,800 (year 2015), Features Intersected: US 84, Facility Carried by Structure: US 84
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 10.115, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 82080005309052, Location: 3.0 MI W OF FM 1673 (Lat: 32.691206, Lng: -100.859172), Route carried "under" structure: US 84, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 8,040 (year 2010), Truck Traffic: 33%, Features Intersected: BUS 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.858, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 82080005309052, Location: 3.0 MI W OF FM 1673 (Lat: 32.691206, Lng: -100.859172), Route carried "under" structure: US 84, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 8,040 (year 2010), Truck Traffic: 33%, Features Intersected: BUS 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.858, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 8208000530919, Location: 1.1 Mi NW of BUS 84 (Lat: 32.704639, Lng: -100.868178), Route carried "under" structure: US 84, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 6,650 (year 2011), Truck Traffic: 32%, Features Intersected: US 180, Facility Carried by Structure: US 180
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 39.134, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 8208000530919, Location: 1.1 Mi NW of BUS 84 (Lat: 32.704639, Lng: -100.868178), Route carried "under" structure: US 84, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 6,650 (year 2011), Truck Traffic: 32%, Features Intersected: US 180, Facility Carried by Structure: US 180
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 39.134, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 82080069303028, Location: 0.2 Mi S of US 180 (Lat: 32.714175, Lng: -100.918517), Route carried "under" structure: City street 28, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 200 (year 2013), Features Intersected: SH 350, Facility Carried by Structure: SH 350
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 82080069303028, Location: 0.2 Mi S of US 180 (Lat: 32.714175, Lng: -100.918517), Route carried "under" structure: City street 28, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 200 (year 2013), Features Intersected: SH 350, Facility Carried by Structure: SH 350
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)