Bridge Statistics for Abbott, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 30Number of bridges
- 285ft / 86.9mTotal length
- $2,356,000Total costs
- 469,623Total average daily traffic
- 166,545Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Abbott
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21940-1949
- 11990-1999
- 142000-2009
- 122010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 32000-2009
- Bridge Condition - Deck
- 72.7%Good
- 18.2%Satisfactory
- 4.5%Fair
- 4.5%Poor
- Bridge Condition - Superstructure
- 13.6%Very good
- 50.0%Good
- 27.3%Satisfactory
- 4.5%Fair
- 4.5%Poor
- Bridge Condition - Substructure
- 63.6%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 30.0%Good
- 50.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 91100001407066, Location: 2.3 MI N OF FM 1242 (Lat: 31.913661, Lng: -97.096436), Route carried "on" structure: Interstate 35, Year Built: 1941, Year Reconstructed: 2012, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 57,963 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 97,769 (year 2039), Design Load: H 15, Features Intersected: TRLICA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.872, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 19 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,200,000
Structure Number: 91100001407066, Location: 2.3 MI N OF FM 1242 (Lat: 31.913661, Lng: -97.096436), Route carried "on" structure: Interstate 35, Year Built: 1941, Year Reconstructed: 2012, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 57,963 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 97,769 (year 2039), Design Load: H 15, Features Intersected: TRLICA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.872, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 19 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,200,000
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Structure Number: 91100001407473, Location: 1.2 MI N OF FM 1242 (Lat: 31.899956, Lng: -97.090292), Route carried "on" structure: Interstate 35, Year Built: 2001, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 33,925 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 47,495 (year 2039), Design Load: HS 20, Features Intersected: FM 1304
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.147, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 91100001407473, Location: 1.2 MI N OF FM 1242 (Lat: 31.899956, Lng: -97.090292), Route carried "on" structure: Interstate 35, Year Built: 2001, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 33,925 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 47,495 (year 2039), Design Load: HS 20, Features Intersected: FM 1304
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.147, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91100001407474, Location: 2.7 MI N OF FM 1242 (Lat: 31.920292, Lng: -97.099200), Route carried "on" structure: Interstate 35, Year Built: 2001, Year Reconstructed: 2012, Status: Open, Structure Length: 6.50m (21.33ft), Average Daily Traffic: 35,209 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 48,885 (year 2039), Design Load: HS 20, Features Intersected: COBB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.550, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 33.2m (108.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 33.2m (108.9ft), Out-to-Out Width: 34.2m (112.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 91100001407474, Location: 2.7 MI N OF FM 1242 (Lat: 31.920292, Lng: -97.099200), Route carried "on" structure: Interstate 35, Year Built: 2001, Year Reconstructed: 2012, Status: Open, Structure Length: 6.50m (21.33ft), Average Daily Traffic: 35,209 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 48,885 (year 2039), Design Load: HS 20, Features Intersected: COBB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.550, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 33.2m (108.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 33.2m (108.9ft), Out-to-Out Width: 34.2m (112.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9110000140748, Location: 1.2 MI N OF FM 1242 (Lat: 31.899972, Lng: -97.090542), Route carried "on" structure: Interstate 35, Year Built: 2001, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 34,626 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 47,495 (year 2039), Design Load: HS 20, Features Intersected: FM 1304
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.147, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9110000140748, Location: 1.2 MI N OF FM 1242 (Lat: 31.899972, Lng: -97.090542), Route carried "on" structure: Interstate 35, Year Built: 2001, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 34,626 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 47,495 (year 2039), Design Load: HS 20, Features Intersected: FM 1304
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.147, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91100001407481, Location: 2.7 MI N OF FM 1242 (Lat: 31.920225, Lng: -97.099411), Route carried "on" structure: Interstate 35, Year Built: 2001, Year Reconstructed: 2012, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 34,626 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 488,845 (year 2039), Design Load: HS 20, Features Intersected: COBB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.547, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 91100001407481, Location: 2.7 MI N OF FM 1242 (Lat: 31.920225, Lng: -97.099411), Route carried "on" structure: Interstate 35, Year Built: 2001, Year Reconstructed: 2012, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 34,626 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 488,845 (year 2039), Design Load: HS 20, Features Intersected: COBB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.547, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91100001407502, Location: 2.7 MI N of FM 1242 (Lat: 31.920306, Lng: -97.100003), Route carried "on" structure: ServiceInterstate 35, Year Built: 2012, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 486 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 583 (year 2039), Design Load: HL 93, Features Intersected: COBB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.547, 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: 22.9m (75.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 91100001407502, Location: 2.7 MI N of FM 1242 (Lat: 31.920306, Lng: -97.100003), Route carried "on" structure: ServiceInterstate 35, Year Built: 2012, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 486 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 583 (year 2039), Design Load: HL 93, Features Intersected: COBB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.547, 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: 22.9m (75.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91100001407503, Location: 2.8 MI N OF FM 1242 (Lat: 31.922239, Lng: -97.099083), Route carried "on" structure: ServiceInterstate 35, Year Built: 2011, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 441 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 529 (year 2039), Design Load: HL 93, Features Intersected: COBB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.550, 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: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 91100001407503, Location: 2.8 MI N OF FM 1242 (Lat: 31.922239, Lng: -97.099083), Route carried "on" structure: ServiceInterstate 35, Year Built: 2011, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 441 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 529 (year 2039), Design Load: HL 93, Features Intersected: COBB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.550, 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: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 91100001407525, Location: 2.2 MI S OF FM 1242 (Lat: 31.852594, Lng: -97.084964), Route carried "on" structure: County highway 3102, Year Built: 2014, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 70 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 98 (year 2039), Design Load: HL 93, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 91100001407525, Location: 2.2 MI S OF FM 1242 (Lat: 31.852594, Lng: -97.084964), Route carried "on" structure: County highway 3102, Year Built: 2014, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 70 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 98 (year 2039), Design Load: HL 93, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 91100001407526, Location: 1.1 MI S OF FM 1304 (Lat: 31.884475, Lng: -97.083472), Route carried "on" structure: Interstate 35, Year Built: 2014, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 34,835 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 48,769 (year 2039), Design Load: HL 93, Features Intersected: FM 1242
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.759, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 91100001407526, Location: 1.1 MI S OF FM 1304 (Lat: 31.884475, Lng: -97.083472), Route carried "on" structure: Interstate 35, Year Built: 2014, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 34,835 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 48,769 (year 2039), Design Load: HL 93, Features Intersected: FM 1242
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.759, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 91100001407527, Location: 1.1 MI S OF FM 1304 (Lat: 31.884453, Lng: -97.083678), Route carried "on" structure: Interstate 35, Year Built: 2014, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 34,835 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 48,769 (year 2039), Design Load: HL 93, Features Intersected: FM 1242
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.759, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 91100001407527, Location: 1.1 MI S OF FM 1304 (Lat: 31.884453, Lng: -97.083678), Route carried "on" structure: Interstate 35, Year Built: 2014, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 34,835 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 48,769 (year 2039), Design Load: HL 93, Features Intersected: FM 1242
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.759, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 9110000140753, Location: 1.8 MI S OF FM 1242 (Lat: 31.858314, Lng: -97.084003), Route carried "on" structure: Interstate 35, Year Built: 2014, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 70,161 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 98,173 (year 2039), Design Load: HL 93, Features Intersected: ALLIGATOR CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.815, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 50.0m (164.0ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 9110000140753, Location: 1.8 MI S OF FM 1242 (Lat: 31.858314, Lng: -97.084003), Route carried "on" structure: Interstate 35, Year Built: 2014, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 70,161 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 98,173 (year 2039), Design Load: HL 93, Features Intersected: ALLIGATOR CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.815, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 50.0m (164.0ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 91100001407531, Location: 0.3 MI S OF FM 1242 (Lat: 31.881839, Lng: -97.082411), Route carried "on" structure: Interstate 35, Year Built: 2015, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 56,315 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 97,538 (year 2039), Design Load: HL 93, Features Intersected: ROCKY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.000, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 59.1m (193.9ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 91100001407531, Location: 0.3 MI S OF FM 1242 (Lat: 31.881839, Lng: -97.082411), Route carried "on" structure: Interstate 35, Year Built: 2015, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 56,315 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 97,538 (year 2039), Design Load: HL 93, Features Intersected: ROCKY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.000, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 59.1m (193.9ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 91100AA0229004, Location: 1.40 MI SE OF FM 1242 (Lat: 31.884303, Lng: -97.026661), Route carried "on" structure: County highway 3110, Year Built: 2001, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 140 (year 2036), Features Intersected: BR BROOKEEN CRK #124
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 91100AA0229004, Location: 1.40 MI SE OF FM 1242 (Lat: 31.884303, Lng: -97.026661), Route carried "on" structure: County highway 3110, Year Built: 2001, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 140 (year 2036), Features Intersected: BR BROOKEEN CRK #124
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91100AA0229005, Location: 0.70 MI SE OF FM 1242 (Lat: 31.892586, Lng: -97.032342), Route carried "on" structure: County highway 3110, Year Built: 1999, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 80 (year 2036), Features Intersected: BR BROOKEEN CRK #122
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.208, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, 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: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $62,000, Total Project Cost: $313,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 91100AA0229005, Location: 0.70 MI SE OF FM 1242 (Lat: 31.892586, Lng: -97.032342), Route carried "on" structure: County highway 3110, Year Built: 1999, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 80 (year 2036), Features Intersected: BR BROOKEEN CRK #122
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.208, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, 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: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $62,000, Total Project Cost: $313,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91100AA0229007, Location: 2.80 MI NW OF FM 1242 (Lat: 31.936772, Lng: -97.063225), Route carried "on" structure: County highway 3110, Year Built: 1945, Year Reconstructed: 2001, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 50 (year 2031), Features Intersected: COBB CRK #57
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.921, Lanes on structure: 1, 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: 4, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, 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: > 39.9% below), Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $62,000, Total Project Cost: $313,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 91100AA0229007, Location: 2.80 MI NW OF FM 1242 (Lat: 31.936772, Lng: -97.063225), Route carried "on" structure: County highway 3110, Year Built: 1945, Year Reconstructed: 2001, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 50 (year 2031), Features Intersected: COBB CRK #57
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.921, Lanes on structure: 1, 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: 4, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, 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: > 39.9% below), Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $62,000, Total Project Cost: $313,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91100AA0239002, Location: 3.50 MI S OF FM 1242 (Lat: 31.866742, Lng: -97.034833), Route carried "on" structure: County highway 3112, Year Built: 2000, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 25 (year 2011), Average Future Daily Traffic: 40 (year 2031), Features Intersected: BROOKEEN CRK TRIB #130
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 91100AA0239002, Location: 3.50 MI S OF FM 1242 (Lat: 31.866742, Lng: -97.034833), Route carried "on" structure: County highway 3112, Year Built: 2000, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 25 (year 2011), Average Future Daily Traffic: 40 (year 2031), Features Intersected: BROOKEEN CRK TRIB #130
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 91100AA0871001, Location: 0.90 MI W OF IH 35 SBFR (Lat: 31.878219, Lng: -97.098317), Route carried "on" structure: County highway 2341, Year Built: 2003, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 75 (year 2029), Features Intersected: ALLIGATOR CREEK #13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 91100AA0871001, Location: 0.90 MI W OF IH 35 SBFR (Lat: 31.878219, Lng: -97.098317), Route carried "on" structure: County highway 2341, Year Built: 2003, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 75 (year 2029), Features Intersected: ALLIGATOR CREEK #13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91100AA0893006, Location: 3.10 MI NW OF FM 1242 (Lat: 31.927561, Lng: -97.091047), Route carried "on" structure: County highway 3102, Year Built: 1935, Status: Posted for load, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 90 (year 2031), Features Intersected: COBB CREEK #217
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $419,000, Roadway Improvement Cost: $104,000, Total Project Cost: $523,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 91100AA0893006, Location: 3.10 MI NW OF FM 1242 (Lat: 31.927561, Lng: -97.091047), Route carried "on" structure: County highway 3102, Year Built: 1935, Status: Posted for load, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 90 (year 2031), Features Intersected: COBB CREEK #217
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $419,000, Roadway Improvement Cost: $104,000, Total Project Cost: $523,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91100AA2341002, Location: 2.90 MI W OF IH 35 (Lat: 31.865636, Lng: -97.126236), Route carried "on" structure: County highway 2341, Year Built: 2008, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 50 (year 2031), Features Intersected: ALLIGATOR CRK BR #14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 91100AA2341002, Location: 2.90 MI W OF IH 35 (Lat: 31.865636, Lng: -97.126236), Route carried "on" structure: County highway 2341, Year Built: 2008, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 50 (year 2031), Features Intersected: ALLIGATOR CRK BR #14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91100AA2341003, Location: 1.00 MI W OF IH 35 SBFR (Lat: 31.877458, Lng: -97.100125), Route carried "on" structure: County highway 2341, Year Built: 2007, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 45 (year 2011), Average Future Daily Traffic: 50 (year 2031), Features Intersected: ALLIGATOR CRK BR #13A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, 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: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 91100AA2341003, Location: 1.00 MI W OF IH 35 SBFR (Lat: 31.877458, Lng: -97.100125), Route carried "on" structure: County highway 2341, Year Built: 2007, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 45 (year 2011), Average Future Daily Traffic: 50 (year 2031), Features Intersected: ALLIGATOR CRK BR #13A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, 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: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91100AA2342001, Location: 1.40 MI NW OF CR 3102 (Lat: 31.855092, Lng: -97.108200), Route carried "on" structure: County highway 2342, Year Built: 2005, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 50 (year 2029), Features Intersected: ALLIGATOR CREEK #20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 91100AA2342001, Location: 1.40 MI NW OF CR 3102 (Lat: 31.855092, Lng: -97.108200), Route carried "on" structure: County highway 2342, Year Built: 2005, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 50 (year 2029), Features Intersected: ALLIGATOR CREEK #20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91100AA3110006, Location: 0.80 MI NW OF FM 1242 (Lat: 31.911333, Lng: -97.045122), Route carried "on" structure: County highway 3110, Year Built: 2012, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 112 (year 2020), Average Future Daily Traffic: 70 (year 2031), Features Intersected: Ash Creek #59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 91100AA3110006, Location: 0.80 MI NW OF FM 1242 (Lat: 31.911333, Lng: -97.045122), Route carried "on" structure: County highway 3110, Year Built: 2012, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 112 (year 2020), Average Future Daily Traffic: 70 (year 2031), Features Intersected: Ash Creek #59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91100AA3118001, Location: 1.60 MI S FM 1242 (Lat: 31.869669, Lng: -97.058431), Route carried "on" structure: County highway 3116, Year Built: 2008, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 21 (year 2011), Average Future Daily Traffic: 60 (year 2031), Features Intersected: RICE CRK #134
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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
Structure Number: 91100AA3118001, Location: 1.60 MI S FM 1242 (Lat: 31.869669, Lng: -97.058431), Route carried "on" structure: County highway 3116, Year Built: 2008, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 21 (year 2011), Average Future Daily Traffic: 60 (year 2031), Features Intersected: RICE CRK #134
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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
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Structure Number: 91100AA3119001, Location: 1.80 MI S OF FM 1242 (Lat: 31.882808, Lng: -97.036306), Route carried "on" structure: County highway 3119, Year Built: 2008, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 15 (year 2011), Average Future Daily Traffic: 50 (year 2031), Features Intersected: BROOKEEN CRK #131
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 91100AA3119001, Location: 1.80 MI S OF FM 1242 (Lat: 31.882808, Lng: -97.036306), Route carried "on" structure: County highway 3119, Year Built: 2008, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 15 (year 2011), Average Future Daily Traffic: 50 (year 2031), Features Intersected: BROOKEEN CRK #131
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91100AA3165001, Location: 0.13 MI NE OF CR 3110 (Lat: 31.889856, Lng: -97.027956), Route carried "on" structure: County highway 3165, Year Built: 2012, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 50 (year 2036), Features Intersected: BR BROOKEEN CRK #123
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 91100AA3165001, Location: 0.13 MI NE OF CR 3110 (Lat: 31.889856, Lng: -97.027956), Route carried "on" structure: County highway 3165, Year Built: 2012, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 50 (year 2036), Features Intersected: BR BROOKEEN CRK #123
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91100001407473, Location: 1.2 MI N OF FM 1242 (Lat: 31.899956, Lng: -97.090292), Route carried "under" structure: State highway 1304, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 1,057 (year 2019), Truck Traffic: 17%, Features Intersected: FM 1304, Facility Carried by Structure: IH 35 NB
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 14.521, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft)
Structure Number: 91100001407473, Location: 1.2 MI N OF FM 1242 (Lat: 31.899956, Lng: -97.090292), Route carried "under" structure: State highway 1304, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 1,057 (year 2019), Truck Traffic: 17%, Features Intersected: FM 1304, Facility Carried by Structure: IH 35 NB
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 14.521, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft)
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Structure Number: 9110000140748, Location: 1.2 MI N OF FM 1242 (Lat: 31.899972, Lng: -97.090542), Route carried "under" structure: State highway 1304, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 1,057 (year 2019), Truck Traffic: 17%, Features Intersected: FM 1304, Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 14.521, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft)
Structure Number: 9110000140748, Location: 1.2 MI N OF FM 1242 (Lat: 31.899972, Lng: -97.090542), Route carried "under" structure: State highway 1304, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 1,057 (year 2019), Truck Traffic: 17%, Features Intersected: FM 1304, Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 14.521, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft)
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Structure Number: 91100001407525, Location: 2.2 MI S OF FM 1242 (Lat: 31.852594, Lng: -97.084964), Route carried "under" structure: Interstate 35, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 69,670 (year 2019), Truck Traffic: 36%, Features Intersected: IH 35, Facility Carried by Structure: CR 3102 (ABEST RD)
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 1.664, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
Structure Number: 91100001407525, Location: 2.2 MI S OF FM 1242 (Lat: 31.852594, Lng: -97.084964), Route carried "under" structure: Interstate 35, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 69,670 (year 2019), Truck Traffic: 36%, Features Intersected: IH 35, Facility Carried by Structure: CR 3102 (ABEST RD)
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 1.664, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
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Structure Number: 91100001407526, Location: 1.1 MI S OF FM 1304 (Lat: 31.884475, Lng: -97.083472), Route carried "under" structure: State highway 1242, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 1,702 (year 2019), Truck Traffic: 8%, Features Intersected: FM 1242, Facility Carried by Structure: IH 35 NB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.089, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 91100001407526, Location: 1.1 MI S OF FM 1304 (Lat: 31.884475, Lng: -97.083472), Route carried "under" structure: State highway 1242, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 1,702 (year 2019), Truck Traffic: 8%, Features Intersected: FM 1242, Facility Carried by Structure: IH 35 NB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.089, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 91100001407527, Location: 1.1 MI S OF FM 1304 (Lat: 31.884453, Lng: -97.083678), Route carried "under" structure: State highway 1242, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 1,702 (year 2019), Truck Traffic: 8%, Features Intersected: FM 1242, Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.066, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 91100001407527, Location: 1.1 MI S OF FM 1304 (Lat: 31.884453, Lng: -97.083678), Route carried "under" structure: State highway 1242, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 1,702 (year 2019), Truck Traffic: 8%, Features Intersected: FM 1242, Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.066, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)