Bridge Statistics for Robert Lee, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 213ft / 65.5mTotal length
- $3,000Total costs
- 13,879Total average daily traffic
- 2,262Total average daily truck traffic
- 20,880Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Robert Lee
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 41940-1949
- 41950-1959
- 41960-1969
- 11970-1979
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 51960-1969
- Bridge Condition - Deck
- 9.1%Very good
- 54.5%Good
- 27.3%Satisfactory
- 9.1%Poor
- Bridge Condition - Superstructure
- 63.6%Good
- 36.4%Satisfactory
- Bridge Condition - Substructure
- 9.1%Very good
- 45.5%Good
- 27.3%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 6.7%Very good
- 13.3%Good
- 53.3%Satisfactory
- 26.7%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 70410040602023, Location: 3.50 MI W OF SH 208 (Lat: 31.866906, Lng: -100.527825), Route carried "on" structure: State highway 158, Year Built: 1969, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 922 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,120 (year 2033), Design Load: H 20, Features Intersected: WILDCAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.602, 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: 21.3m (69.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 58.0 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 70410040602023, Location: 3.50 MI W OF SH 208 (Lat: 31.866906, Lng: -100.527825), Route carried "on" structure: State highway 158, Year Built: 1969, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 922 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,120 (year 2033), Design Load: H 20, Features Intersected: WILDCAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.602, 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: 21.3m (69.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 58.0 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 70410040602024, Location: 0.85 MI SW OF SH 208 (Lat: 31.885778, Lng: -100.491547), Route carried "on" structure: State highway 158, Year Built: 1969, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 920 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,040 (year 2033), Design Load: H 20, Features Intersected: COLORADO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.679, 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: 6, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 70410040602024, Location: 0.85 MI SW OF SH 208 (Lat: 31.885778, Lng: -100.491547), Route carried "on" structure: State highway 158, Year Built: 1969, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 920 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,040 (year 2033), Design Load: H 20, Features Intersected: COLORADO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.679, 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: 6, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 70410040604001, Location: 0.07 MI E OF SH 208 (Lat: 31.895869, Lng: -100.481406), Route carried "on" structure: State highway 158, Year Built: 1934, Year Reconstructed: 1965, Status: Open, Structure Length: 6.08m (19.95ft), Average Daily Traffic: 965 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 2,130 (year 2033), Design Load: H 15, Features Intersected: MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.098, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 70410040604001, Location: 0.07 MI E OF SH 208 (Lat: 31.895869, Lng: -100.481406), Route carried "on" structure: State highway 158, Year Built: 1934, Year Reconstructed: 1965, Status: Open, Structure Length: 6.08m (19.95ft), Average Daily Traffic: 965 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 2,130 (year 2033), Design Load: H 15, Features Intersected: MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.098, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 70410040604007, Location: 3.05 MI E OF SH 208 (Lat: 31.907833, Lng: -100.435378), Route carried "on" structure: State highway 158, Year Built: 1941, Year Reconstructed: 1969, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 865 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,680 (year 2033), Design Load: H 15, Features Intersected: MACHAE CREEK BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.883, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Channel: 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 70410040604007, Location: 3.05 MI E OF SH 208 (Lat: 31.907833, Lng: -100.435378), Route carried "on" structure: State highway 158, Year Built: 1941, Year Reconstructed: 1969, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 865 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,680 (year 2033), Design Load: H 15, Features Intersected: MACHAE CREEK BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.883, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Channel: 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 70410040604008, Location: 3.30 MI E OF SH 208 (Lat: 31.907747, Lng: -100.430511), Route carried "on" structure: State highway 158, Year Built: 1941, Year Reconstructed: 1969, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 865 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,680 (year 2033), Design Load: H 15, Features Intersected: MACHAE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.316, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 70410040604008, Location: 3.30 MI E OF SH 208 (Lat: 31.907747, Lng: -100.430511), Route carried "on" structure: State highway 158, Year Built: 1941, Year Reconstructed: 1969, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 865 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,680 (year 2033), Design Load: H 15, Features Intersected: MACHAE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.316, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 70410045401035, Location: 1.50 MI S OF FM 2034 (Lat: 31.855303, Lng: -100.473450), Route carried "on" structure: State highway 208, Year Built: 1953, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,638 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,780 (year 2033), Design Load: H 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.247, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 70410045401035, Location: 1.50 MI S OF FM 2034 (Lat: 31.855303, Lng: -100.473450), Route carried "on" structure: State highway 208, Year Built: 1953, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,638 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,780 (year 2033), Design Load: H 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.247, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 70410045401039, Location: 0.20 MI N OF FM 2034 (Lat: 31.878203, Lng: -100.478628), Route carried "on" structure: State highway 208, Year Built: 1956, Year Reconstructed: 1963, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 1,357 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,750 (year 2033), Design Load: H 20, Features Intersected: COLORADO RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.582, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.2m (30.2ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 70410045401039, Location: 0.20 MI N OF FM 2034 (Lat: 31.878203, Lng: -100.478628), Route carried "on" structure: State highway 208, Year Built: 1956, Year Reconstructed: 1963, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 1,357 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,750 (year 2033), Design Load: H 20, Features Intersected: COLORADO RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.582, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.2m (30.2ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7041004540104, Location: 0.73 MI S OF SH 158 (Lat: 31.885144, Lng: -100.480378), Route carried "on" structure: State highway 208, Year Built: 1956, Status: Open, Structure Length: 14.66m (48.10ft), Average Daily Traffic: 1,357 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,750 (year 2033), Design Load: H 20, Features Intersected: COLORADO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.778, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), 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: 27.4m (89.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 37.2 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: Meets minimum limits, Waterway Adequacy: 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: 7041004540104, Location: 0.73 MI S OF SH 158 (Lat: 31.885144, Lng: -100.480378), Route carried "on" structure: State highway 208, Year Built: 1956, Status: Open, Structure Length: 14.66m (48.10ft), Average Daily Traffic: 1,357 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,750 (year 2033), Design Load: H 20, Features Intersected: COLORADO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.778, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), 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: 27.4m (89.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 37.2 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: Meets minimum limits, Waterway Adequacy: 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: 70410045401049, Location: 2.25 MI S OF FM 2034 (Lat: 31.845283, Lng: -100.466939), Route carried "on" structure: State highway 208, Year Built: 1963, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 1,638 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,780 (year 2033), Design Load: H 20, Features Intersected: STONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.506, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.2m (30.2ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 70410045401049, Location: 2.25 MI S OF FM 2034 (Lat: 31.845283, Lng: -100.466939), Route carried "on" structure: State highway 208, Year Built: 1963, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 1,638 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,780 (year 2033), Design Load: H 20, Features Intersected: STONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.506, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.2m (30.2ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7041004540105, Location: 0.20 MI S OF FM 2034 (Lat: 31.873078, Lng: -100.477322), Route carried "on" structure: State highway 208, Year Built: 1963, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,638 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,780 (year 2033), Design Load: H 20, Features Intersected: ANTELOPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.207, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.2m (30.2ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7041004540105, Location: 0.20 MI S OF FM 2034 (Lat: 31.873078, Lng: -100.477322), Route carried "on" structure: State highway 208, Year Built: 1963, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,638 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,780 (year 2033), Design Load: H 20, Features Intersected: ANTELOPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.207, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.2m (30.2ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 70410045404022, Location: 2.40 MI NW OF SH 158 (Lat: 31.923761, Lng: -100.504267), Route carried "on" structure: State highway 208, Year Built: 1943, Year Reconstructed: 1965, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 561 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,000 (year 2033), Features Intersected: MESS BOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.666, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 70410045404022, Location: 2.40 MI NW OF SH 158 (Lat: 31.923761, Lng: -100.504267), Route carried "on" structure: State highway 208, Year Built: 1943, Year Reconstructed: 1965, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 561 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,000 (year 2033), Features Intersected: MESS BOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.666, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 70410045404023, Location: 1.20 MI NW OF SH 158 (Lat: 31.907983, Lng: -100.495794), Route carried "on" structure: State highway 208, Year Built: 1943, Year Reconstructed: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 933 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,160 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.602, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 70410045404023, Location: 1.20 MI NW OF SH 158 (Lat: 31.907983, Lng: -100.495794), Route carried "on" structure: State highway 208, Year Built: 1943, Year Reconstructed: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 933 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,160 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.602, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 70410329101001, Location: 1.30 MI W OF SH 208 (Lat: 31.903939, Lng: -100.512994), Route carried "on" structure: State highway 1904, Year Built: 1951, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2033), Design Load: H 15, Features Intersected: MESSBOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.191, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 70410329101001, Location: 1.30 MI W OF SH 208 (Lat: 31.903939, Lng: -100.512994), Route carried "on" structure: State highway 1904, Year Built: 1951, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2033), Design Load: H 15, Features Intersected: MESSBOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.191, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 70410AA0113021, Location: 1.80 MI N OF SH 208 (Lat: 31.942911, Lng: -100.499292), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 50 (year 2033), Features Intersected: MESSBOX CREEK, Facility Carried by Structure: HURLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 70410AA0113021, Location: 1.80 MI N OF SH 208 (Lat: 31.942911, Lng: -100.499292), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 50 (year 2033), Features Intersected: MESSBOX CREEK, Facility Carried by Structure: HURLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 70410AA0114022, Location: 7.15 MI SE OF SH 208 (Lat: 31.954622, Lng: -100.482303), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 100 (year 2033), Features Intersected: MESSBOX CREEK, Facility Carried by Structure: SANCO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 70410AA0114022, Location: 7.15 MI SE OF SH 208 (Lat: 31.954622, Lng: -100.482303), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 100 (year 2033), Features Intersected: MESSBOX CREEK, Facility Carried by Structure: SANCO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete