Bridge Statistics for Union Valley, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 279ft / 84.7mTotal length
- $73,000Total costs
- 79,777Total average daily traffic
- 3,694Total average daily truck traffic
- 104,020Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Union Valley
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 41960-1969
- 11980-1989
- 31990-1999
- 112000-2009
- Bridge Condition - Deck
- 12.5%Very good
- 56.3%Good
- 31.3%Satisfactory
- Bridge Condition - Superstructure
- 18.8%Very good
- 56.3%Good
- 18.8%Satisfactory
- 6.3%Fair
- Bridge Condition - Substructure
- 6.3%Very good
- 56.3%Good
- 37.5%Satisfactory
- Bridge Condition - Channel
- 13.6%Good
- 59.1%Satisfactory
- 22.7%Fair
- 4.5%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 11170101703013, Location: 3.4 MI W JCT SH34/SH276 (Lat: 32.911817, Lng: -96.227742), Route carried "on" structure: State highway 276, Year Built: 2006, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 9,081 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,500 (year 2033), Design Load: HS 20, Features Intersected: HURST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.890, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 11170101703013, Location: 3.4 MI W JCT SH34/SH276 (Lat: 32.911817, Lng: -96.227742), Route carried "on" structure: State highway 276, Year Built: 2006, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 9,081 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,500 (year 2033), Design Load: HS 20, Features Intersected: HURST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.890, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 11170101703014, Location: 4.3 MI W JCT SH34/SH276 (Lat: 32.909839, Lng: -96.202128), Route carried "on" structure: State highway 276, Year Built: 2006, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 9,081 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,500 (year 2033), Design Load: HS 20, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.407, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 37.8m (124.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11170101703014, Location: 4.3 MI W JCT SH34/SH276 (Lat: 32.909839, Lng: -96.202128), Route carried "on" structure: State highway 276, Year Built: 2006, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 9,081 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,500 (year 2033), Design Load: HS 20, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.407, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 37.8m (124.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11170101703018, Location: 7.1 MI W JCT SH34/SH276 (Lat: 32.909828, Lng: -96.215775), Route carried "on" structure: State highway 276, Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 9,081 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 9,640 (year 2033), Design Load: HS 20, Features Intersected: BEARPEN CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.614, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 39.0m (128.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11170101703018, Location: 7.1 MI W JCT SH34/SH276 (Lat: 32.909828, Lng: -96.215775), Route carried "on" structure: State highway 276, Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 9,081 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 9,640 (year 2033), Design Load: HS 20, Features Intersected: BEARPEN CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.614, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 39.0m (128.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11170129005006, Location: 9.9 MI W JCT SH34&SH276 (Lat: 32.904733, Lng: -96.283708), Route carried "on" structure: State highway 276, Year Built: 1967, Status: Open, Structure Length: 10.18m (33.40ft), Average Daily Traffic: 6,500 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 11,300 (year 2030), Design Load: H 20, Features Intersected: S FORK SABINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.485, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 45.4 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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11170129005006, Location: 9.9 MI W JCT SH34&SH276 (Lat: 32.904733, Lng: -96.283708), Route carried "on" structure: State highway 276, Year Built: 1967, Status: Open, Structure Length: 10.18m (33.40ft), Average Daily Traffic: 6,500 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 11,300 (year 2030), Design Load: H 20, Features Intersected: S FORK SABINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.485, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 45.4 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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11170129005007, Location: 9.7 MI W JCT SH34&SH276 (Lat: 32.906561, Lng: -96.281161), Route carried "on" structure: State highway 276, Year Built: 1967, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 6,880 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 9,640 (year 2033), Design Load: H 20, Features Intersected: S FORK SABINE RIVER REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.004, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 11170129005007, Location: 9.7 MI W JCT SH34&SH276 (Lat: 32.906561, Lng: -96.281161), Route carried "on" structure: State highway 276, Year Built: 1967, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 6,880 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 9,640 (year 2033), Design Load: H 20, Features Intersected: S FORK SABINE RIVER REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.004, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 11170129005008, Location: 9.1 MI W JCT SH34&SH276 (Lat: 32.912456, Lng: -96.274461), Route carried "on" structure: State highway 276, Year Built: 1967, Year Reconstructed: 2006, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 8,168 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 9,640 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.675, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), 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: 25.6m (84.0ft), Out-to-Out Width: 38.4m (126.0ft)
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: 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: January 2021, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 11170129005008, Location: 9.1 MI W JCT SH34&SH276 (Lat: 32.912456, Lng: -96.274461), Route carried "on" structure: State highway 276, Year Built: 1967, Year Reconstructed: 2006, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 8,168 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 9,640 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.675, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), 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: 25.6m (84.0ft), Out-to-Out Width: 38.4m (126.0ft)
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: 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: January 2021, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 11170129005009, Location: 7.7 MILES WEST OF SH 34 (Lat: 32.917106, Lng: -96.251161), Route carried "on" structure: State highway 276, Year Built: 1967, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 3,419 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 7,700 (year 2030), Design Load: H 20, Features Intersected: BEAR PEN CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.087, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 11170129005009, Location: 7.7 MILES WEST OF SH 34 (Lat: 32.917106, Lng: -96.251161), Route carried "on" structure: State highway 276, Year Built: 1967, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 3,419 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 7,700 (year 2030), Design Load: H 20, Features Intersected: BEAR PEN CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.087, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 11170129005017, Location: 0.4 MILES WEST OF FM 1565 (Lat: 32.904381, Lng: -96.284125), Route carried "on" structure: State highway 276, Year Built: 2006, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 3,440 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 4,820 (year 2033), Design Load: HL 93, Features Intersected: S FORK SABINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.394, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.36m (33.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 11170129005017, Location: 0.4 MILES WEST OF FM 1565 (Lat: 32.904381, Lng: -96.284125), Route carried "on" structure: State highway 276, Year Built: 2006, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 3,440 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 4,820 (year 2033), Design Load: HL 93, Features Intersected: S FORK SABINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.394, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.36m (33.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 11170129005018, Location: 9.7 MI W JCT SH34/SH276 (Lat: 32.906567, Lng: -96.281456), Route carried "on" structure: State highway 276, Year Built: 2006, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 7,560 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 13,080 (year 2030), Design Load: HL 93, Features Intersected: S FORK SABINE RIVER REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.843, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 11170129005018, Location: 9.7 MI W JCT SH34/SH276 (Lat: 32.906567, Lng: -96.281456), Route carried "on" structure: State highway 276, Year Built: 2006, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 7,560 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 13,080 (year 2030), Design Load: HL 93, Features Intersected: S FORK SABINE RIVER REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.843, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 11170129005019, Location: 0.4 MI WEST OF FM 1565 (Lat: 32.916931, Lng: -96.251139), Route carried "on" structure: State highway 276, Year Built: 2006, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 3,342 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,080 (year 2033), Design Load: HL 93, Features Intersected: BEAR PEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.158, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 11170129005019, Location: 0.4 MI WEST OF FM 1565 (Lat: 32.916931, Lng: -96.251139), Route carried "on" structure: State highway 276, Year Built: 2006, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 3,342 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,080 (year 2033), Design Load: HL 93, Features Intersected: BEAR PEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.158, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 11170149401003, Location: 0.3 MI N JCT SH276&FM1565 (Lat: 32.919269, Lng: -96.254175), Route carried "on" structure: State highway 1565, Year Built: 1953, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 3,347 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,970 (year 2033), Design Load: H 20, Features Intersected: BEAR PEN CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.553, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11170149401003, Location: 0.3 MI N JCT SH276&FM1565 (Lat: 32.919269, Lng: -96.254175), Route carried "on" structure: State highway 1565, Year Built: 1953, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 3,347 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,970 (year 2033), Design Load: H 20, Features Intersected: BEAR PEN CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.553, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11170149401004, Location: 1.3 MI S JCT SH276&FM1565 (Lat: 32.897750, Lng: -96.253200), Route carried "on" structure: State highway 1565, Year Built: 1953, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 3,035 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,750 (year 2033), Design Load: H 20, Features Intersected: SABINE RIV.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.991, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.0 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11170149401004, Location: 1.3 MI S JCT SH276&FM1565 (Lat: 32.897750, Lng: -96.253200), Route carried "on" structure: State highway 1565, Year Built: 1953, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 3,035 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,750 (year 2033), Design Load: H 20, Features Intersected: SABINE RIV.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.991, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.0 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11170149401005, Location: 1.6 MI S JCT SH276&FM1565 (Lat: 32.894031, Lng: -96.254014), Route carried "on" structure: State highway 1565, Year Built: 1953, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 3,035 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,750 (year 2033), Design Load: H 20, Features Intersected: SABINE RIV. REL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.426, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.3 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: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $2,000, Total Project Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11170149401005, Location: 1.6 MI S JCT SH276&FM1565 (Lat: 32.894031, Lng: -96.254014), Route carried "on" structure: State highway 1565, Year Built: 1953, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 3,035 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,750 (year 2033), Design Load: H 20, Features Intersected: SABINE RIV. REL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.426, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.3 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: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $2,000, Total Project Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11170AA0812001, Location: 0.2 Mi E of CR 2426 (Lat: 32.864086, Lng: -96.247686), Route carried "on" structure: County highway 2326, Year Built: 1997, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 356 (year 2018), Average Future Daily Traffic: 100 (year 2030), Features Intersected: Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Poor, 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: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11170AA0812001, Location: 0.2 Mi E of CR 2426 (Lat: 32.864086, Lng: -96.247686), Route carried "on" structure: County highway 2326, Year Built: 1997, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 356 (year 2018), Average Future Daily Traffic: 100 (year 2030), Features Intersected: Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Poor, 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: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11170AA0813001, Location: 1.9 Mi NE of FM 1565 (Lat: 32.881067, Lng: -96.239631), Route carried "on" structure: County highway 2426, Year Built: 2000, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 595 (year 2018), Average Future Daily Traffic: 90 (year 2030), Features Intersected: Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very 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: 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: January 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 11170AA0813001, Location: 1.9 Mi NE of FM 1565 (Lat: 32.881067, Lng: -96.239631), Route carried "on" structure: County highway 2426, Year Built: 2000, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 595 (year 2018), Average Future Daily Traffic: 90 (year 2030), Features Intersected: Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very 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: 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: January 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 11170AA0814001, Location: 2.8 Mi S of SH 276 (Lat: 32.882875, Lng: -96.214767), Route carried "on" structure: County highway 2400, Year Built: 1998, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 431 (year 2018), Average Future Daily Traffic: 270 (year 2030), Design Load: HS 20, Features Intersected: South Fork Sabine River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.345, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $8,000, Total Project Cost: $41,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11170AA0814001, Location: 2.8 Mi S of SH 276 (Lat: 32.882875, Lng: -96.214767), Route carried "on" structure: County highway 2400, Year Built: 1998, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 431 (year 2018), Average Future Daily Traffic: 270 (year 2030), Design Load: HS 20, Features Intersected: South Fork Sabine River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.345, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $8,000, Total Project Cost: $41,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11170AA0815001, Location: 0.1 Mi S of SH 276 (Lat: 32.910508, Lng: -96.229947), Route carried "on" structure: County highway 2412, Year Built: 1989, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 647 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 980 (year 2030), Features Intersected: Bearpen Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11170AA0815001, Location: 0.1 Mi S of SH 276 (Lat: 32.910508, Lng: -96.229947), Route carried "on" structure: County highway 2412, Year Built: 1989, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 647 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 980 (year 2030), Features Intersected: Bearpen Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11170AA0818001, Location: 1.0 Mi S of SH 276 (Lat: 32.885272, Lng: -96.287319), Route carried "on" structure: County highway 2434, Year Built: 2002, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 477 (year 2018), Average Future Daily Traffic: 100 (year 2030), Features Intersected: Renfro Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11170AA0818001, Location: 1.0 Mi S of SH 276 (Lat: 32.885272, Lng: -96.287319), Route carried "on" structure: County highway 2434, Year Built: 2002, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 477 (year 2018), Average Future Daily Traffic: 100 (year 2030), Features Intersected: Renfro Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11170AA0818002, Location: 1.0 Mi NW of FM 1565 (Lat: 32.877833, Lng: -96.272786), Route carried "on" structure: County highway 2434, Year Built: 2002, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 477 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2032), Features Intersected: Simmons Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11170AA0818002, Location: 1.0 Mi NW of FM 1565 (Lat: 32.877833, Lng: -96.272786), Route carried "on" structure: County highway 2434, Year Built: 2002, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 477 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2032), Features Intersected: Simmons Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11170AA0821001, Location: 0.9 Mi E of FM 35 (Lat: 32.924006, Lng: -96.230019), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 100 (year 2010), Average Future Daily Traffic: 200 (year 2030), Features Intersected: Hurst Creek, Facility Carried by Structure: CR 2546
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11170AA0821001, Location: 0.9 Mi E of FM 35 (Lat: 32.924006, Lng: -96.230019), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 100 (year 2010), Average Future Daily Traffic: 200 (year 2030), Features Intersected: Hurst Creek, Facility Carried by Structure: CR 2546
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11170AA0821002, Location: 2.5 Mi E of FM 35 (Lat: 32.925336, Lng: -96.203436), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 242 (year 2018), Average Future Daily Traffic: 200 (year 2030), Features Intersected: Sandy Creek, Facility Carried by Structure: CR 2546
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
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: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11170AA0821002, Location: 2.5 Mi E of FM 35 (Lat: 32.925336, Lng: -96.203436), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 242 (year 2018), Average Future Daily Traffic: 200 (year 2030), Features Intersected: Sandy Creek, Facility Carried by Structure: CR 2546
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
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: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11170AA0840001, Location: 0.2 MI SW of SH 276 (Lat: 32.913650, Lng: -96.239658), Route carried "on" structure: County highway 2422, Year Built: 1992, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 483 (year 2018), Average Future Daily Traffic: 590 (year 2030), Features Intersected: Bearpen Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11170AA0840001, Location: 0.2 MI SW of SH 276 (Lat: 32.913650, Lng: -96.239658), Route carried "on" structure: County highway 2422, Year Built: 1992, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 483 (year 2018), Average Future Daily Traffic: 590 (year 2030), Features Intersected: Bearpen Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous