Bridge Statistics for Beasley, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 187ft / 56.9mTotal length
- 99,925Total average daily traffic
- 12,337Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Beasley
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11970-1979
- 11980-1989
- 52000-2009
- 62010-2019
- Bridge Condition - Deck
- 22.2%Very good
- 55.6%Good
- 22.2%Satisfactory
- Bridge Condition - Superstructure
- 11.1%Excellent
- 44.4%Very good
- 33.3%Good
- 11.1%Satisfactory
- Bridge Condition - Substructure
- 33.3%Very good
- 55.6%Good
- 11.1%Satisfactory
- Bridge Condition - Channel
- 50.0%Good
- 33.3%Satisfactory
- 16.7%Fair
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Structure Number: 120800008909197, Location: 0.45 MI SW of FM 360 (Lat: 29.480008, Lng: -95.944742), Route carried "on" structure: ServiceUS 59, Year Built: 1981, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,427 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,998 (year 2038), Design Load: HS 20, Features Intersected: Snake Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.749, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800008909197, Location: 0.45 MI SW of FM 360 (Lat: 29.480008, Lng: -95.944742), Route carried "on" structure: ServiceUS 59, Year Built: 1981, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,427 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,998 (year 2038), Design Load: HS 20, Features Intersected: Snake Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.749, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12080000890921, Location: 4.8 Mi SW of SH 36 (Lat: 29.483917, Lng: -95.937681), Route carried "on" structure: US 59, Year Built: 2011, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 11,558 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 18,585 (year 2038), Design Load: HS 25 or greater, Features Intersected: FM 360
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 12080000890921, Location: 4.8 Mi SW of SH 36 (Lat: 29.483917, Lng: -95.937681), Route carried "on" structure: US 59, Year Built: 2011, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 11,558 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 18,585 (year 2038), Design Load: HS 25 or greater, Features Intersected: FM 360
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 120800008909211, Location: 4.8 Mi. SW of SH 36 (Lat: 29.484194, Lng: -95.937750), Route carried "on" structure: US 69, Year Built: 2011, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 12,602 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 18,585 (year 2038), Design Load: HS 25 or greater, Features Intersected: FM 360
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120800008909211, Location: 4.8 Mi. SW of SH 36 (Lat: 29.484194, Lng: -95.937750), Route carried "on" structure: US 69, Year Built: 2011, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 12,602 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 18,585 (year 2038), Design Load: HS 25 or greater, Features Intersected: FM 360
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 120800008909212, Location: 7.3 Mi S of SH 36 (Lat: 29.493931, Lng: -95.911786), Route carried "on" structure: US 59, Year Built: 2008, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 13,258 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 18,585 (year 2038), Design Load: HS 25 or greater, Features Intersected: Isleib Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.033, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), 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: 18.2m (59.7ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120800008909212, Location: 7.3 Mi S of SH 36 (Lat: 29.493931, Lng: -95.911786), Route carried "on" structure: US 59, Year Built: 2008, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 13,258 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 18,585 (year 2038), Design Load: HS 25 or greater, Features Intersected: Isleib Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.033, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), 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: 18.2m (59.7ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 120800008909213, Location: 7.3 Mi S of SH 36 (Lat: 29.494736, Lng: -95.911342), Route carried "on" structure: US 59, Year Built: 2008, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 13,292 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 18,585 (year 2039), Design Load: HS 25 or greater, Features Intersected: Isleib Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.035, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 18.2m (59.7ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120800008909213, Location: 7.3 Mi S of SH 36 (Lat: 29.494736, Lng: -95.911342), Route carried "on" structure: US 59, Year Built: 2008, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 13,292 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 18,585 (year 2039), Design Load: HS 25 or greater, Features Intersected: Isleib Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.035, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 18.2m (59.7ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 120800008909214, Location: 0.45 MI SW of FM 360 (Lat: 29.480472, Lng: -95.945172), Route carried "on" structure: US 59, Year Built: 2009, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 12,602 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 21,050 (year 2033), Design Load: HL 93, Features Intersected: Snake Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.873, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800008909214, Location: 0.45 MI SW of FM 360 (Lat: 29.480472, Lng: -95.945172), Route carried "on" structure: US 59, Year Built: 2009, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 12,602 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 21,050 (year 2033), Design Load: HL 93, Features Intersected: Snake Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.873, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800008909222, Location: 0.45 Mi SW of FM 360 (Lat: 29.480450, Lng: -95.945433), Route carried "on" structure: US 59, Year Built: 2018, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 12,393 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 17,340 (year 2039), Design Load: HL 93, Features Intersected: Snake Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.744, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable 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: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120800008909222, Location: 0.45 Mi SW of FM 360 (Lat: 29.480450, Lng: -95.945433), Route carried "on" structure: US 59, Year Built: 2018, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 12,393 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 17,340 (year 2039), Design Load: HL 93, Features Intersected: Snake Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.744, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable 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: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 120800008909223, Location: 0.55 MI SW of FM 360 (Lat: 29.480150, Lng: -95.945206), Route carried "on" structure: Interstate 59, Year Built: 2019, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 12,393 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 17,350 (year 2039), Design Load: HL 93, Features Intersected: Snake Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 120800008909223, Location: 0.55 MI SW of FM 360 (Lat: 29.480150, Lng: -95.945206), Route carried "on" structure: Interstate 59, Year Built: 2019, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 12,393 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 17,350 (year 2039), Design Load: HL 93, Features Intersected: Snake Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 120800052706005, Location: 0.80 MI SE of US 59 (Lat: 29.476225, Lng: -95.930483), Route carried "on" structure: State highway 360, Year Built: 1935, Year Reconstructed: 1961, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,926 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 3,598 (year 2038), Features Intersected: Snake Creek Tributary
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.278, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 0.9m (3.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800052706005, Location: 0.80 MI SE of US 59 (Lat: 29.476225, Lng: -95.930483), Route carried "on" structure: State highway 360, Year Built: 1935, Year Reconstructed: 1961, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,926 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 3,598 (year 2038), Features Intersected: Snake Creek Tributary
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.278, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 0.9m (3.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120800AA0910001, Location: 0.35 MI SW OF FM 1875 (Lat: 29.494761, Lng: -95.942839), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 190 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 250 (year 2030), Features Intersected: SNAKE CREEK, Facility Carried by Structure: GRUNWALD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 37.2 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: October 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800AA0910001, Location: 0.35 MI SW OF FM 1875 (Lat: 29.494761, Lng: -95.942839), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 190 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 250 (year 2030), Features Intersected: SNAKE CREEK, Facility Carried by Structure: GRUNWALD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 37.2 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: October 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12080000890921, Location: 4.8 Mi SW of SH 36 (Lat: 29.483917, Lng: -95.937681), Route carried "under" structure: State highway 360, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 2,570 (year 2018), Features Intersected: FM 360, Facility Carried by Structure: IH 69/US 59
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 12080000890921, Location: 4.8 Mi SW of SH 36 (Lat: 29.483917, Lng: -95.937681), Route carried "under" structure: State highway 360, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 2,570 (year 2018), Features Intersected: FM 360, Facility Carried by Structure: IH 69/US 59
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, 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: 120800008909211, Location: 4.8 Mi. SW of SH 36 (Lat: 29.484194, Lng: -95.937750), Route carried "under" structure: State highway 360, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 2,570 (year 2018), Features Intersected: FM 360, Facility Carried by Structure: IH 69/US 59 SB
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 120800008909211, Location: 4.8 Mi. SW of SH 36 (Lat: 29.484194, Lng: -95.937750), Route carried "under" structure: State highway 360, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 2,570 (year 2018), Features Intersected: FM 360, Facility Carried by Structure: IH 69/US 59 SB
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, 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: 120800008909212, Location: 7.3 Mi S of SH 36 (Lat: 29.493931, Lng: -95.911786), Route carried "under" structure: State highway , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 1,072 (year 2018), Truck Traffic: 5%, Features Intersected: Isleib Rd, Facility Carried by Structure: IH 69/US 59 NB
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 120800008909212, Location: 7.3 Mi S of SH 36 (Lat: 29.493931, Lng: -95.911786), Route carried "under" structure: State highway , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 1,072 (year 2018), Truck Traffic: 5%, Features Intersected: Isleib Rd, Facility Carried by Structure: IH 69/US 59 NB
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.002, Lanes on structure: 2, 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: 120800008909213, Location: 7.3 Mi S of SH 36 (Lat: 29.494736, Lng: -95.911342), Route carried "under" structure: State highway , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 1,072 (year 2019), Truck Traffic: 5%, Features Intersected: Isleib Rd, Facility Carried by Structure: US 59 SB
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 120800008909213, Location: 7.3 Mi S of SH 36 (Lat: 29.494736, Lng: -95.911342), Route carried "under" structure: State highway , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 1,072 (year 2019), Truck Traffic: 5%, Features Intersected: Isleib Rd, Facility Carried by Structure: US 59 SB
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)