Bridge Statistics for League City, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21940-1949
- 21960-1969
- 41970-1979
- 211980-1989
- 101990-1999
- 362000-2009
- 82010-2019
- 92020-2022
- Reconstructed bridges - Historical Statistics
- 41980-1989
- 31990-1999
- 12000-2009
- 02010-2019
- 22020-2022
- Bridge Condition - Deck
- 11.8%Excellent
- 11.8%Very good
- 60.8%Good
- 15.7%Satisfactory
- Bridge Condition - Superstructure
- 11.8%Excellent
- 25.5%Very good
- 45.1%Good
- 15.7%Satisfactory
- 2.0%Poor
- Bridge Condition - Substructure
- 9.8%Excellent
- 9.8%Very good
- 54.9%Good
- 23.5%Satisfactory
- 2.0%Fair
- Bridge Condition - Channel
- 3.8%Excellent
- 10.1%Very good
- 64.6%Good
- 13.9%Satisfactory
- 6.3%Fair
- 1.3%Poor
- Bridge Condition - Culverts
- 82.4%Good
- 14.7%Satisfactory
- 2.9%Poor
Find on map >> Show street view
Structure Number: 120850005103047, Location: 0.85 MI NW OF FM 518 (Lat: 29.518556, Lng: -95.101186), Route carried "on" structure: State highway 3, Year Built: 1988, Year Reconstructed: 1993, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 19,772 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 20,910 (year 2033), Design Load: HS 20, Features Intersected: CLEAR CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.728, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 33.0m (108.3ft), Out-to-Out Width: 33.8m (110.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120850005103047, Location: 0.85 MI NW OF FM 518 (Lat: 29.518556, Lng: -95.101186), Route carried "on" structure: State highway 3, Year Built: 1988, Year Reconstructed: 1993, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 19,772 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 20,910 (year 2033), Design Load: HS 20, Features Intersected: CLEAR CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.728, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 33.0m (108.3ft), Out-to-Out Width: 33.8m (110.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 12085005000417, Location: 0.15 MI SE OF FM 518 (Lat: 29.500322, Lng: -95.112897), Route carried "on" structure: ServiceInterstate 45, Year Built: 1977, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,720 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 8,010 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.905, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.0m (3.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12085005000417, Location: 0.15 MI SE OF FM 518 (Lat: 29.500322, Lng: -95.112897), Route carried "on" structure: ServiceInterstate 45, Year Built: 1977, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,720 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 8,010 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.905, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.0m (3.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120850050004249, Location: 0.30 MI SE OF FM 646 (Lat: 29.462458, Lng: -95.087997), Route carried "on" structure: Interstate 45, Year Built: 1977, Status: Not yet open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 35,919 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 76,560 (year 2033), Design Load: HS 20, Features Intersected: MAGNOLIA BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.997, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120850050004249, Location: 0.30 MI SE OF FM 646 (Lat: 29.462458, Lng: -95.087997), Route carried "on" structure: Interstate 45, Year Built: 1977, Status: Not yet open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 35,919 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 76,560 (year 2033), Design Load: HS 20, Features Intersected: MAGNOLIA BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.997, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120850050004426, Location: 1.1 MI SE OF FM 518 (Lat: 29.488628, Lng: -95.105444), Route carried "on" structure: Interstate 45, Year Built: 2009, Year Reconstructed: 2020, Status: Open, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 82,309 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 153,130 (year 2033), Design Load: HS 25 or greater, Features Intersected: SH 96
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.725, Lanes on structure: 10, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 51.2m (168.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 51.2m (168.0ft), Out-to-Out Width: 52.5m (172.2ft)
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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120850050004426, Location: 1.1 MI SE OF FM 518 (Lat: 29.488628, Lng: -95.105444), Route carried "on" structure: Interstate 45, Year Built: 2009, Year Reconstructed: 2020, Status: Open, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 82,309 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 153,130 (year 2033), Design Load: HS 25 or greater, Features Intersected: SH 96
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.725, Lanes on structure: 10, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 51.2m (168.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 51.2m (168.0ft), Out-to-Out Width: 52.5m (172.2ft)
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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 120850050004428, Location: 0.85 MI SE OF FM 518 (Lat: 29.491194, Lng: -95.107500), Route carried "on" structure: Interstate 45, Year Built: 2009, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 82,309 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 153,130 (year 2033), Design Load: HL 93, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.759, Lanes on structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 55.5m (182.1ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 120850050004428, Location: 0.85 MI SE OF FM 518 (Lat: 29.491194, Lng: -95.107500), Route carried "on" structure: Interstate 45, Year Built: 2009, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 82,309 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 153,130 (year 2033), Design Load: HL 93, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.759, Lanes on structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 55.5m (182.1ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Find on map >> Show street view
Structure Number: 120850050004453, Location: 1.40 MI NW of FM 517 (Lat: 29.465708, Lng: -95.090214), Route carried "on" structure: Interstate 45, Year Built: 2020, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 115,900 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 159,700 (year 2036), Design Load: HL 93, Features Intersected: FM 646
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.418, Lanes on structure: 5, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120850050004453, Location: 1.40 MI NW of FM 517 (Lat: 29.465708, Lng: -95.090214), Route carried "on" structure: Interstate 45, Year Built: 2020, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 115,900 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 159,700 (year 2036), Design Load: HL 93, Features Intersected: FM 646
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.418, Lanes on structure: 5, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 120850050004454, Location: 1.40 MI NW of FM 517 (Lat: 29.466275, Lng: -95.091236), Route carried "on" structure: Interstate 45, Year Built: 2020, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 115,900 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 159,700 (year 2036), Design Load: HL 93, Features Intersected: FM 646
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.579, Lanes on structure: 5, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120850050004454, Location: 1.40 MI NW of FM 517 (Lat: 29.466275, Lng: -95.091236), Route carried "on" structure: Interstate 45, Year Built: 2020, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 115,900 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 159,700 (year 2036), Design Load: HL 93, Features Intersected: FM 646
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.579, Lanes on structure: 5, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 120850050004455, Location: 0.30 MI SE of FM 646 (Lat: 29.462442, Lng: -95.087497), Route carried "on" structure: Interstate 45, Year Built: 2020, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 115,900 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 159,700 (year 2036), Design Load: HL 93, Features Intersected: Magnolia Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.935, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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: Superior 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: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120850050004455, Location: 0.30 MI SE of FM 646 (Lat: 29.462442, Lng: -95.087497), Route carried "on" structure: Interstate 45, Year Built: 2020, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 115,900 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 159,700 (year 2036), Design Load: HL 93, Features Intersected: Magnolia Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.935, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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: Superior 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: August 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 120850050004457, Location: 0.30 MI SE of FM 646 (Lat: 29.462714, Lng: -95.087572), Route carried "on" structure: ServiceInterstate 45, Year Built: 2020, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 10,900 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 14,800 (year 2036), Design Load: HL 93, Features Intersected: Magnolia Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.935, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120850050004457, Location: 0.30 MI SE of FM 646 (Lat: 29.462714, Lng: -95.087572), Route carried "on" structure: ServiceInterstate 45, Year Built: 2020, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 10,900 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 14,800 (year 2036), Design Load: HL 93, Features Intersected: Magnolia Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.935, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 120850050004458, Location: 0.30 MI SE of FM 646 (Lat: 29.462433, Lng: -95.088372), Route carried "on" structure: ServiceInterstate 45, Year Built: 2020, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 10,900 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 14,800 (year 2036), Design Load: HL 93, Features Intersected: MAGNOLIA BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.006, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120850050004458, Location: 0.30 MI SE of FM 646 (Lat: 29.462433, Lng: -95.088372), Route carried "on" structure: ServiceInterstate 45, Year Built: 2020, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 10,900 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 14,800 (year 2036), Design Load: HL 93, Features Intersected: MAGNOLIA BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.006, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 120850050004469, Location: 2.91 MI NW of FM 646 (Lat: 29.503547, Lng: -95.114444), Route carried "on" structure: Interstate 45, Year Built: 2020, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 144,300 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 195,000 (year 2040), Design Load: HL 93, Features Intersected: FM 518
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.246, Lanes on structure: 10, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 51.2m (168.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 51.2m (168.0ft), Out-to-Out Width: 52.5m (172.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120850050004469, Location: 2.91 MI NW of FM 646 (Lat: 29.503547, Lng: -95.114444), Route carried "on" structure: Interstate 45, Year Built: 2020, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 144,300 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 195,000 (year 2040), Design Load: HL 93, Features Intersected: FM 518
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.246, Lanes on structure: 10, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 51.2m (168.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 51.2m (168.0ft), Out-to-Out Width: 52.5m (172.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 12085005000447, Location: 0.15 MI SE OF FM 518 (Lat: 29.500931, Lng: -95.112522), Route carried "on" structure: Interstate 45, Year Built: 1998, Year Reconstructed: 2020, Status: Not yet open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 171,700 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 232,200 (year 2040), Design Load: HS 20, Features Intersected: Clear Crk Trib
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.905, Lanes on structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 72.8m (238.8ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 12085005000447, Location: 0.15 MI SE OF FM 518 (Lat: 29.500931, Lng: -95.112522), Route carried "on" structure: Interstate 45, Year Built: 1998, Year Reconstructed: 2020, Status: Not yet open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 171,700 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 232,200 (year 2040), Design Load: HS 20, Features Intersected: Clear Crk Trib
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.905, Lanes on structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 72.8m (238.8ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Find on map >> Show street view
Structure Number: 120850097603023, Location: 0.20 MI E OF IH 45 (Lat: 29.503775, Lng: -95.111453), Route carried "on" structure: State highway 518, Year Built: 1975, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 23,389 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 30,900 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.679, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120850097603023, Location: 0.20 MI E OF IH 45 (Lat: 29.503775, Lng: -95.111453), Route carried "on" structure: State highway 518, Year Built: 1975, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 23,389 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 30,900 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.679, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120850097603025, Location: 0.10 MI SW OF FM 270 (Lat: 29.520706, Lng: -95.078078), Route carried "on" structure: State highway 518, Year Built: 1984, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 22,920 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 30,900 (year 2033), Design Load: HS 20, Features Intersected: ROBINSON BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.521, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 23.1m (75.8ft)
Condition: Deck: Very 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120850097603025, Location: 0.10 MI SW OF FM 270 (Lat: 29.520706, Lng: -95.078078), Route carried "on" structure: State highway 518, Year Built: 1984, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 22,920 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 30,900 (year 2033), Design Load: HS 20, Features Intersected: ROBINSON BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.521, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 23.1m (75.8ft)
Condition: Deck: Very 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 120850097603034, Location: 2.70 MI W OF IH 45 (Lat: 29.489300, Lng: -95.155394), Route carried "on" structure: State highway 518, Year Built: 1989, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 19,276 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 19,950 (year 2033), Design Load: HS 20, Features Intersected: MAGNOLIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.109, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120850097603034, Location: 2.70 MI W OF IH 45 (Lat: 29.489300, Lng: -95.155394), Route carried "on" structure: State highway 518, Year Built: 1989, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 19,276 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 19,950 (year 2033), Design Load: HS 20, Features Intersected: MAGNOLIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.109, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 120850097603035, Location: 1.25 MI W OF IH 45 (Lat: 29.497686, Lng: -95.134081), Route carried "on" structure: State highway 518, Year Built: 1989, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 23,049 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 32,340 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.344, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020
Structure Number: 120850097603035, Location: 1.25 MI W OF IH 45 (Lat: 29.497686, Lng: -95.134081), Route carried "on" structure: State highway 518, Year Built: 1989, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 23,049 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 32,340 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.344, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020
Find on map >> Show street view
Structure Number: 120850097603036, Location: 0.65 MI W OF IH 45 (Lat: 29.500611, Lng: -95.124714), Route carried "on" structure: State highway 518, Year Built: 1989, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 29,173 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 40,730 (year 2033), Design Load: HS 20, Features Intersected: LANDING DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.358, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120850097603036, Location: 0.65 MI W OF IH 45 (Lat: 29.500611, Lng: -95.124714), Route carried "on" structure: State highway 518, Year Built: 1989, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 29,173 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 40,730 (year 2033), Design Load: HS 20, Features Intersected: LANDING DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.358, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120850097603037, Location: 0.40 MI W OF IH 45 (Lat: 29.501439, Lng: -95.120497), Route carried "on" structure: State highway 518, Year Built: 1989, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 29,173 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 40,730 (year 2033), Design Load: HS 20, Features Intersected: NEWPORT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.748, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 120850097603037, Location: 0.40 MI W OF IH 45 (Lat: 29.501439, Lng: -95.120497), Route carried "on" structure: State highway 518, Year Built: 1989, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 29,173 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 40,730 (year 2033), Design Load: HS 20, Features Intersected: NEWPORT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.748, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Find on map >> Show street view
Structure Number: 120850097603038, Location: 0.40 MI W OF SH 3 (Lat: 29.506150, Lng: -95.101447), Route carried "on" structure: State highway 518, Year Built: 1995, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 23,389 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 30,900 (year 2033), Design Load: HS 20, Features Intersected: INTERURBAN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.687, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120850097603038, Location: 0.40 MI W OF SH 3 (Lat: 29.506150, Lng: -95.101447), Route carried "on" structure: State highway 518, Year Built: 1995, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 23,389 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 30,900 (year 2033), Design Load: HS 20, Features Intersected: INTERURBAN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.687, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120850097604021, Location: 0.60 MI NE OF FM 518 (Lat: 29.531081, Lng: -95.071483), Route carried "on" structure: State highway 2094, Year Built: 1962, Year Reconstructed: 1991, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 16,305 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 24,260 (year 2033), Features Intersected: HL & P DISCHARGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.004, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 31.9m (104.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120850097604021, Location: 0.60 MI NE OF FM 518 (Lat: 29.531081, Lng: -95.071483), Route carried "on" structure: State highway 2094, Year Built: 1962, Year Reconstructed: 1991, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 16,305 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 24,260 (year 2033), Features Intersected: HL & P DISCHARGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.004, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 31.9m (104.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 12085009760404, Location: 2.1 MI W OF SH 146 (Lat: 29.542439, Lng: -95.054328), Route carried "on" structure: State highway 2094, Year Built: 2000, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 8,202 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,130 (year 2033), Design Load: HS 20, Features Intersected: HL & P DISCHARGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.251, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12085009760404, Location: 2.1 MI W OF SH 146 (Lat: 29.542439, Lng: -95.054328), Route carried "on" structure: State highway 2094, Year Built: 2000, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 8,202 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,130 (year 2033), Design Load: HS 20, Features Intersected: HL & P DISCHARGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.251, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120850097604041, Location: 2.1 MI W OF SH 146 (Lat: 29.542131, Lng: -95.054486), Route carried "on" structure: State highway 2094, Year Built: 2000, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 8,104 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,130 (year 2033), Design Load: HS 20, Features Intersected: HL & P DISCHARGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.251, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120850097604041, Location: 2.1 MI W OF SH 146 (Lat: 29.542131, Lng: -95.054486), Route carried "on" structure: State highway 2094, Year Built: 2000, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 8,104 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,130 (year 2033), Design Load: HS 20, Features Intersected: HL & P DISCHARGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.251, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120850097607044, Location: 1.8 MI E OF IH 45 (Lat: 29.494192, Lng: -95.077758), Route carried "on" structure: State highway 96, Year Built: 2002, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 12,269 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 17,580 (year 2033), Design Load: HS 20, Features Intersected: UP RR & DICKINSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.886, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, 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: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120850097607044, Location: 1.8 MI E OF IH 45 (Lat: 29.494192, Lng: -95.077758), Route carried "on" structure: State highway 96, Year Built: 2002, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 12,269 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 17,580 (year 2033), Design Load: HS 20, Features Intersected: UP RR & DICKINSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.886, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, 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: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 120850097607045, Location: 1.8 MI E OF IH 45 (Lat: 29.494386, Lng: -95.077931), Route carried "on" structure: State highway 96, Year Built: 2002, Status: Open, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 13,338 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 17,580 (year 2033), Design Load: HS 20, Features Intersected: UP RR & DICKINSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.886, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120850097607045, Location: 1.8 MI E OF IH 45 (Lat: 29.494386, Lng: -95.077931), Route carried "on" structure: State highway 96, Year Built: 2002, Status: Open, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 13,338 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 17,580 (year 2033), Design Load: HS 20, Features Intersected: UP RR & DICKINSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.886, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 120850097607049, Location: 1.15 MI E OF IH 45 (Lat: 29.491231, Lng: -95.086681), Route carried "on" structure: State highway 96, Year Built: 2002, Year Reconstructed: 2008, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,000 (year 2010), Average Future Daily Traffic: 10,000 (year 2030), Design Load: HS 20, Features Intersected: HL&P DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.533, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 120850097607049, Location: 1.15 MI E OF IH 45 (Lat: 29.491231, Lng: -95.086681), Route carried "on" structure: State highway 96, Year Built: 2002, Year Reconstructed: 2008, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,000 (year 2010), Average Future Daily Traffic: 10,000 (year 2030), Design Load: HS 20, Features Intersected: HL&P DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.533, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Find on map >> Show street view
Structure Number: 12085009760705, Location: 1.65 MI E OF IH 45 (Lat: 29.492958, Lng: -95.079547), Route carried "on" structure: State highway 96, Year Built: 2002, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,000 (year 2010), Average Future Daily Traffic: 10,000 (year 2030), Design Load: HS 20, Features Intersected: BENSONS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.476, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 12085009760705, Location: 1.65 MI E OF IH 45 (Lat: 29.492958, Lng: -95.079547), Route carried "on" structure: State highway 96, Year Built: 2002, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,000 (year 2010), Average Future Daily Traffic: 10,000 (year 2030), Design Load: HS 20, Features Intersected: BENSONS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.476, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Find on map >> Show street view
Structure Number: 120850100202001, Location: 3.60 MI NE OF SH 35 (Lat: 29.436000, Lng: -95.169981), Route carried "on" structure: State highway 517, Year Built: 1948, Year Reconstructed: 1988, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 15,187 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 17,710 (year 2033), Design Load: H 20, Features Intersected: DICKINSON BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.625, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120850100202001, Location: 3.60 MI NE OF SH 35 (Lat: 29.436000, Lng: -95.169981), Route carried "on" structure: State highway 517, Year Built: 1948, Year Reconstructed: 1988, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 15,187 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 17,710 (year 2033), Design Load: H 20, Features Intersected: DICKINSON BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.625, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120850100202002, Location: 5.60 MI NE OF SH 35 (Lat: 29.438753, Lng: -95.135892), Route carried "on" structure: State highway 517, Year Built: 1948, Year Reconstructed: 1988, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 15,187 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 17,710 (year 2033), Design Load: H 20, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.948, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120850100202002, Location: 5.60 MI NE OF SH 35 (Lat: 29.438753, Lng: -95.135892), Route carried "on" structure: State highway 517, Year Built: 1948, Year Reconstructed: 1988, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 15,187 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 17,710 (year 2033), Design Load: H 20, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.948, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120850304901002, Location: 0.50 MI W OF FM 1266 (Lat: 29.490511, Lng: -95.055697), Route carried "on" structure: State highway 646, Year Built: 1969, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 17,789 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,730 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.908, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Channel: Good, 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, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120850304901002, Location: 0.50 MI W OF FM 1266 (Lat: 29.490511, Lng: -95.055697), Route carried "on" structure: State highway 646, Year Built: 1969, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 17,789 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,730 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.908, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Channel: Good, 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, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 120850304901006, Location: 0.90 MI W OF FM 3436 (Lat: 29.492578, Lng: -95.021933), Route carried "on" structure: State highway 646, Year Built: 1984, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 11,441 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,100 (year 2033), Design Load: HS 20, Features Intersected: GUM BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.546, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120850304901006, Location: 0.90 MI W OF FM 3436 (Lat: 29.492578, Lng: -95.021933), Route carried "on" structure: State highway 646, Year Built: 1984, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 11,441 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,100 (year 2033), Design Load: HS 20, Features Intersected: GUM BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.546, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120850304901007, Location: 0.50 MI W OF FM 3436 (Lat: 29.492669, Lng: -95.015664), Route carried "on" structure: State highway 646, Year Built: 1984, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 11,441 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,100 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.952, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120850304901007, Location: 0.50 MI W OF FM 3436 (Lat: 29.492669, Lng: -95.015664), Route carried "on" structure: State highway 646, Year Built: 1984, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 11,441 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,100 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.952, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120850304901247, Location: 0.30 MI SW OF IH 45 (Lat: 29.463164, Lng: -95.094869), Route carried "on" structure: State highway 646, Year Built: 2009, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 14,264 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,170 (year 2033), Design Load: HS 20, Features Intersected: GISSLER GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.794, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120850304901247, Location: 0.30 MI SW OF IH 45 (Lat: 29.463164, Lng: -95.094869), Route carried "on" structure: State highway 646, Year Built: 2009, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 14,264 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,170 (year 2033), Design Load: HS 20, Features Intersected: GISSLER GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.794, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 120850304901248, Location: 0.80 MI N OF FM 517 (Lat: 29.452408, Lng: -95.095789), Route carried "on" structure: State highway 646, Year Built: 2009, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 8,728 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 9,440 (year 2033), Design Load: HS 20, Features Intersected: BORDENS GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.969, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120850304901248, Location: 0.80 MI N OF FM 517 (Lat: 29.452408, Lng: -95.095789), Route carried "on" structure: State highway 646, Year Built: 2009, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 8,728 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 9,440 (year 2033), Design Load: HS 20, Features Intersected: BORDENS GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.969, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120850304901249, Location: 0.30 MI SW OF IH 45 (Lat: 29.462867, Lng: -95.094975), Route carried "on" structure: State highway 646, Year Built: 2009, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 12,228 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,170 (year 2033), Design Load: HS 20, Features Intersected: GISSLER GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.794, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 120850304901249, Location: 0.30 MI SW OF IH 45 (Lat: 29.462867, Lng: -95.094975), Route carried "on" structure: State highway 646, Year Built: 2009, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 12,228 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,170 (year 2033), Design Load: HS 20, Features Intersected: GISSLER GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.794, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 12085030490125, Location: 0.80 MI N OF FM 517 (Lat: 29.452678, Lng: -95.095953), Route carried "on" structure: State highway 646, Year Built: 2009, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 10,106 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 9,440 (year 2033), Design Load: HS 20, Features Intersected: BORDENS GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.969, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12085030490125, Location: 0.80 MI N OF FM 517 (Lat: 29.452678, Lng: -95.095953), Route carried "on" structure: State highway 646, Year Built: 2009, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 10,106 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 9,440 (year 2033), Design Load: HS 20, Features Intersected: BORDENS GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.969, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120850304901251, Location: 0.30 MI SW OF SH 3 (Lat: 29.477564, Lng: -95.073681), Route carried "on" structure: State highway 646, Year Built: 2013, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 26,497 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,290 (year 2033), Design Load: HL 93, Features Intersected: BENSON GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.180, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.7m (97.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120850304901251, Location: 0.30 MI SW OF SH 3 (Lat: 29.477564, Lng: -95.073681), Route carried "on" structure: State highway 646, Year Built: 2013, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 26,497 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,290 (year 2033), Design Load: HL 93, Features Intersected: BENSON GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.180, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.7m (97.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120850331202002, Location: 0.85 MI NW OF FM 518 (Lat: 29.528286, Lng: -95.089428), Route carried "on" structure: State highway 270, Year Built: 1981, Year Reconstructed: 2001, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 30,155 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 40,230 (year 2033), Design Load: HS 20, Features Intersected: HL & P DISCHARGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.136, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 27.9m (91.5ft)
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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120850331202002, Location: 0.85 MI NW OF FM 518 (Lat: 29.528286, Lng: -95.089428), Route carried "on" structure: State highway 270, Year Built: 1981, Year Reconstructed: 2001, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 30,155 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 40,230 (year 2033), Design Load: HS 20, Features Intersected: HL & P DISCHARGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.136, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 27.9m (91.5ft)
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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120850331202003, Location: 0.15 MI W OF FM 518 (Lat: 29.522500, Lng: -95.078872), Route carried "on" structure: State highway 270, Year Built: 1981, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 30,155 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 40,230 (year 2033), Design Load: HS 20, Features Intersected: ROBINSON BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.378, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 26.0m (85.3ft), Out-to-Out Width: 27.5m (90.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120850331202003, Location: 0.15 MI W OF FM 518 (Lat: 29.522500, Lng: -95.078872), Route carried "on" structure: State highway 270, Year Built: 1981, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 30,155 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 40,230 (year 2033), Design Load: HS 20, Features Intersected: ROBINSON BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.378, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 26.0m (85.3ft), Out-to-Out Width: 27.5m (90.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120850331202004, Location: 1.55 MI N OF FM 646 (Lat: 29.508675, Lng: -95.069203), Route carried "on" structure: State highway 270, Year Built: 1996, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 16,869 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 19,470 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.210, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 34.1m (111.9ft)
Condition: Channel: Good, 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, 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 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120850331202004, Location: 1.55 MI N OF FM 646 (Lat: 29.508675, Lng: -95.069203), Route carried "on" structure: State highway 270, Year Built: 1996, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 16,869 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 19,470 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.210, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 34.1m (111.9ft)
Condition: Channel: Good, 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, 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 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120850AA0101001, Location: 0.2 MI N OF FM 517 (Lat: 29.437189, Lng: -95.205708), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 610 (year 2010), Average Future Daily Traffic: 610 (year 2028), Design Load: HS 20, Features Intersected: COYOTE CREEK, Facility Carried by Structure: MY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120850AA0101001, Location: 0.2 MI N OF FM 517 (Lat: 29.437189, Lng: -95.205708), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 610 (year 2010), Average Future Daily Traffic: 610 (year 2028), Design Load: HS 20, Features Intersected: COYOTE CREEK, Facility Carried by Structure: MY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 120850AA0269001, Location: 0.5 MI S OF FM 2094 (Lat: 29.533903, Lng: -95.034725), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,980 (year 2011), Truck Traffic: 15%, Average Future Daily Traffic: 2,200 (year 2031), Features Intersected: JARBOE BAYOU, Facility Carried by Structure: LAWRENCE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than 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: October 2021, Total Project Cost: $28,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120850AA0269001, Location: 0.5 MI S OF FM 2094 (Lat: 29.533903, Lng: -95.034725), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,980 (year 2011), Truck Traffic: 15%, Average Future Daily Traffic: 2,200 (year 2031), Features Intersected: JARBOE BAYOU, Facility Carried by Structure: LAWRENCE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than 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: October 2021, Total Project Cost: $28,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120850AA1622001, Location: 0.1 MI S OF FM 517 (Lat: 29.436256, Lng: -95.143403), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 250 (year 2030), Features Intersected: LAKEVIEW DETENTION POND, Facility Carried by Structure: LAKEVIEW BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 120850AA1622001, Location: 0.1 MI S OF FM 517 (Lat: 29.436256, Lng: -95.143403), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 250 (year 2030), Features Intersected: LAKEVIEW DETENTION POND, Facility Carried by Structure: LAKEVIEW BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete