Bridge Statistics for Houston, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 4,433Number of bridges
- 145,748ft / 44,424mTotal length
- $113,750,000Total costs
- 148,292,432Total average daily traffic
- 8,915,561Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Houston
- No street view available for this location
- New bridges - historical statistics
- 31910-1919
- 91920-1929
- 131930-1939
- 371940-1949
- 1401950-1959
- 5831960-1969
- 5371970-1979
- 7781980-1989
- 9001990-1999
- 7342000-2009
- 6482010-2019
- 512020-2022
- Reconstructed bridges - Historical Statistics
- 21940-1949
- 41950-1959
- 111960-1969
- 391970-1979
- 991980-1989
- 1111990-1999
- 742000-2009
- 642010-2019
- 62020-2022
- Bridge Condition - Deck
- 0.1%Excellent
- 6.2%Very good
- 57.4%Good
- 32.5%Satisfactory
- 3.7%Fair
- Bridge Condition - Superstructure
- 23.6%Excellent
- 49.3%Very good
- 24.0%Good
- 2.8%Satisfactory
- 0.3%Fair
- 0.2%Poor
- Bridge Condition - Substructure
- 8.1%Very good
- 61.7%Good
- 26.6%Satisfactory
- 2.9%Fair
- 0.6%Poor
- 0.1%Critical
- Bridge Condition - Channel
- 8.6%Very good
- 56.0%Good
- 29.9%Satisfactory
- 5.0%Fair
- 0.5%Poor
- Bridge Condition - Culverts
- 69.0%Very good
- 29.3%Good
- 1.7%Satisfactory
- 0.7%Fair
- 0.2%Poor
Find on map >> Show street view
Structure Number: 121020168502077, Location: 4.20 MI E OF IH 45 (Lat: 30.016872, Lng: -95.361875), Route carried "on" structure: State highway 1960, Year Built: 2004, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 41,307 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 48,770 (year 2033), Design Load: HS 20, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.349, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), 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-To-Curb Width: 33.6m (110.2ft), Out-to-Out Width: 34.5m (113.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: 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: 121020168502077, Location: 4.20 MI E OF IH 45 (Lat: 30.016872, Lng: -95.361875), Route carried "on" structure: State highway 1960, Year Built: 2004, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 41,307 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 48,770 (year 2033), Design Load: HS 20, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.349, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), 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-To-Curb Width: 33.6m (110.2ft), Out-to-Out Width: 34.5m (113.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: 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: 121020168503004, Location: 2.30 MI NE OF FM 2100 (Lat: 30.036325, Lng: -95.054222), Route carried "on" structure: State highway 1960, Year Built: 1956, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 12,161 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 12,480 (year 2033), Features Intersected: CEDAR BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.413, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020168503004, Location: 2.30 MI NE OF FM 2100 (Lat: 30.036325, Lng: -95.054222), Route carried "on" structure: State highway 1960, Year Built: 1956, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 12,161 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 12,480 (year 2033), Features Intersected: CEDAR BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.413, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 121020168503022, Location: 1.50 MI W OF US 59 (Lat: 30.005022, Lng: -95.292675), Route carried "on" structure: State highway 1960, Year Built: 1976, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 47,646 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 42,010 (year 2033), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.301, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 121020168503022, Location: 1.50 MI W OF US 59 (Lat: 30.005022, Lng: -95.292675), Route carried "on" structure: State highway 1960, Year Built: 1976, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 47,646 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 42,010 (year 2033), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.301, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Find on map >> Show street view
Structure Number: 121020168503035, Location: 4.0 MI E OF US 59 (Lat: 29.999125, Lng: -95.201561), Route carried "on" structure: State highway 1960, Year Built: 1930, Year Reconstructed: 1983, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 19,360 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 27,110 (year 2033), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.124, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: 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: 121020168503035, Location: 4.0 MI E OF US 59 (Lat: 29.999125, Lng: -95.201561), Route carried "on" structure: State highway 1960, Year Built: 1930, Year Reconstructed: 1983, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 19,360 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 27,110 (year 2033), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.124, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: 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: 121020168503036, Location: 4.3 MI W OF FM 2100 (Lat: 30.000464, Lng: -95.158067), Route carried "on" structure: State highway 1960, Year Built: 1983, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 28,130 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 39,390 (year 2033), Design Load: HS 20, Features Intersected: RODGERS GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.521, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Very 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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020168503036, Location: 4.3 MI W OF FM 2100 (Lat: 30.000464, Lng: -95.158067), Route carried "on" structure: State highway 1960, Year Built: 1983, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 28,130 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 39,390 (year 2033), Design Load: HS 20, Features Intersected: RODGERS GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.521, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Very 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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 121020168503038, Location: 2.90 MI SW OF FM 2100 (Lat: 30.011100, Lng: -95.137067), Route carried "on" structure: State highway 1960, Year Built: 1988, Status: Open, Structure Length: 40.23m (131.99ft), Average Daily Traffic: 28,130 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 39,390 (year 2033), Design Load: HS 20, Features Intersected: LAKE HOUSTON (W BRIDGE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.737, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 34.4m (112.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 33.8m (110.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: June 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020168503038, Location: 2.90 MI SW OF FM 2100 (Lat: 30.011100, Lng: -95.137067), Route carried "on" structure: State highway 1960, Year Built: 1988, Status: Open, Structure Length: 40.23m (131.99ft), Average Daily Traffic: 28,130 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 39,390 (year 2033), Design Load: HS 20, Features Intersected: LAKE HOUSTON (W BRIDGE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.737, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 34.4m (112.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 33.8m (110.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: June 2018, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020168503039, Location: 1.95 MI W OF FM 2100 (Lat: 30.016239, Lng: -95.121658), Route carried "on" structure: State highway 1960, Year Built: 1988, Status: Open, Structure Length: 21.95m (72.01ft), Average Daily Traffic: 28,130 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 39,390 (year 2033), Design Load: HS 20, Features Intersected: LAKE HOUSTON (E BRIDGE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.393, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 34.4m (112.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 33.0m (108.3ft), Out-to-Out Width: 33.8m (110.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: June 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020168503039, Location: 1.95 MI W OF FM 2100 (Lat: 30.016239, Lng: -95.121658), Route carried "on" structure: State highway 1960, Year Built: 1988, Status: Open, Structure Length: 21.95m (72.01ft), Average Daily Traffic: 28,130 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 39,390 (year 2033), Design Load: HS 20, Features Intersected: LAKE HOUSTON (E BRIDGE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.393, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 34.4m (112.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 33.0m (108.3ft), Out-to-Out Width: 33.8m (110.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: June 2018, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020168505008, Location: 2.75 MI N OF IH 10 (Lat: 29.824636, Lng: -95.645494), Route carried "on" structure: State highway 6, Year Built: 1959, Year Reconstructed: 1990, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 50,211 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 81,600 (year 2033), Design Load: H 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.111, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 32.3m (106.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020168505008, Location: 2.75 MI N OF IH 10 (Lat: 29.824636, Lng: -95.645494), Route carried "on" structure: State highway 6, Year Built: 1959, Year Reconstructed: 1990, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 50,211 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 81,600 (year 2033), Design Load: H 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.111, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 32.3m (106.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 121020168505009, Location: 0.75 MI N OF IH 10 (Lat: 29.796111, Lng: -95.645017), Route carried "on" structure: State highway 6, Year Built: 1959, Year Reconstructed: 1981, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 23,735 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 81,600 (year 2033), Design Load: H 20, Features Intersected: SOUTH MAYDE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.630, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 30.1m (98.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020168505009, Location: 0.75 MI N OF IH 10 (Lat: 29.796111, Lng: -95.645017), Route carried "on" structure: State highway 6, Year Built: 1959, Year Reconstructed: 1981, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 23,735 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 81,600 (year 2033), Design Load: H 20, Features Intersected: SOUTH MAYDE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.630, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 30.1m (98.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 121020168505015, Location: 1.10 MI S OF IH 10 (Lat: 29.769433, Lng: -95.643456), Route carried "on" structure: State highway 6, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 63,783 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 85,650 (year 2033), Design Load: H 20, Features Intersected: BUFFALO BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.630, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020168505015, Location: 1.10 MI S OF IH 10 (Lat: 29.769433, Lng: -95.643456), Route carried "on" structure: State highway 6, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 63,783 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 85,650 (year 2033), Design Load: H 20, Features Intersected: BUFFALO BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.630, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 121020168505016, Location: 1.4 MI S of FM1093 (Lat: 29.715458, Lng: -95.644139), Route carried "on" structure: State highway 6, Year Built: 1967, Year Reconstructed: 1990, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 50,241 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 64,180 (year 2033), Design Load: H 20, Features Intersected: Brays Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.700, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 32.2m (105.6ft), Out-to-Out Width: 37.0m (121.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020168505016, Location: 1.4 MI S of FM1093 (Lat: 29.715458, Lng: -95.644139), Route carried "on" structure: State highway 6, Year Built: 1967, Year Reconstructed: 1990, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 50,241 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 64,180 (year 2033), Design Load: H 20, Features Intersected: Brays Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.700, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 32.2m (105.6ft), Out-to-Out Width: 37.0m (121.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020168505029, Location: 1.00 MI N OF FM 529 (Lat: 29.892386, Lng: -95.640458), Route carried "on" structure: State highway 6, Year Built: 1981, Year Reconstructed: 1991, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 42,314 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 57,120 (year 2033), Design Load: HS 20, Features Intersected: HORSEPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.500, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 27.6m (90.6ft), Out-to-Out Width: 32.2m (105.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: 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: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020168505029, Location: 1.00 MI N OF FM 529 (Lat: 29.892386, Lng: -95.640458), Route carried "on" structure: State highway 6, Year Built: 1981, Year Reconstructed: 1991, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 42,314 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 57,120 (year 2033), Design Load: HS 20, Features Intersected: HORSEPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.500, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 27.6m (90.6ft), Out-to-Out Width: 32.2m (105.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: 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: September 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 12102016850503, Location: 0.8 MI S OF FM 529 (Lat: 29.866086, Lng: -95.645139), Route carried "on" structure: State highway 6, Year Built: 1981, Year Reconstructed: 1991, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 41,301 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 57,120 (year 2033), Design Load: HS 20, Features Intersected: LANGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.516, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 32.1m (105.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102016850503, Location: 0.8 MI S OF FM 529 (Lat: 29.866086, Lng: -95.645139), Route carried "on" structure: State highway 6, Year Built: 1981, Year Reconstructed: 1991, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 41,301 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 57,120 (year 2033), Design Load: HS 20, Features Intersected: LANGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.516, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 32.1m (105.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020168505041, Location: 1.4 MI S of FM 1093 (Lat: 29.715478, Lng: -95.644369), Route carried "on" structure: ServiceState highway 6, Year Built: 1990, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 490 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 700 (year 2033), Design Load: HS 20, Features Intersected: Brays Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.700, 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: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very 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, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 121020168505041, Location: 1.4 MI S of FM 1093 (Lat: 29.715478, Lng: -95.644369), Route carried "on" structure: ServiceState highway 6, Year Built: 1990, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 490 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 700 (year 2033), Design Load: HS 20, Features Intersected: Brays Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.700, 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: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very 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, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 121020168505042, Location: 1.7 MI S of FM 1093 (Lat: 29.710969, Lng: -95.644103), Route carried "on" structure: State highway 6, Year Built: 1990, Status: Open, Structure Length: 20.42m (66.99ft), Average Daily Traffic: 55,491 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 64,180 (year 2033), Design Load: HS 20, Features Intersected: Alief Clodine & Toll Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.054, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 29 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020168505042, Location: 1.7 MI S of FM 1093 (Lat: 29.710969, Lng: -95.644103), Route carried "on" structure: State highway 6, Year Built: 1990, Status: Open, Structure Length: 20.42m (66.99ft), Average Daily Traffic: 55,491 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 64,180 (year 2033), Design Load: HS 20, Features Intersected: Alief Clodine & Toll Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.054, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 29 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020168505043, Location: SH 6 at Westpark Tollway (Lat: 29.711161, Lng: -95.644331), Route carried "on" structure: ServiceState highway 6, Year Built: 2008, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 5,001 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2029), Design Load: HS 20, Features Intersected: Westpark Tollway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 121020168505043, Location: SH 6 at Westpark Tollway (Lat: 29.711161, Lng: -95.644331), Route carried "on" structure: ServiceState highway 6, Year Built: 2008, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 5,001 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2029), Design Load: HS 20, Features Intersected: Westpark Tollway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 121020168505449, Location: SH 6 at Westpark Tollway (Lat: 29.710931, Lng: -95.643850), Route carried "on" structure: ServiceState highway 6, Year Built: 2008, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 500 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 710 (year 2033), Design Load: HS 20, Features Intersected: Westpark Tollway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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, Underclear: High priority of corrective action, 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: 121020168505449, Location: SH 6 at Westpark Tollway (Lat: 29.710931, Lng: -95.643850), Route carried "on" structure: ServiceState highway 6, Year Built: 2008, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 500 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 710 (year 2033), Design Load: HS 20, Features Intersected: Westpark Tollway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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, Underclear: High priority of corrective action, 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: 12102016850545, Location: Jct of Hwy6 and Hempstead (Lat: 29.916075, Lng: -95.617792), Route carried "on" structure: Ramp State highway 131, Year Built: 2020, Status: Open, Structure Length: 28.59m (93.80ft), Average Daily Traffic: 2,577 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 3,585 (year 2035), Design Load: HL 93, Features Intersected: Hempstead; E T/A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 12102016850545, Location: Jct of Hwy6 and Hempstead (Lat: 29.916075, Lng: -95.617792), Route carried "on" structure: Ramp State highway 131, Year Built: 2020, Status: Open, Structure Length: 28.59m (93.80ft), Average Daily Traffic: 2,577 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 3,585 (year 2035), Design Load: HL 93, Features Intersected: Hempstead; E T/A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 121020168505451, Location: SH6 and Hempstead Jct (Lat: 29.914092, Lng: -95.621231), Route carried "on" structure: Ramp State highway 6, Year Built: 2020, Status: Open, Structure Length: 37.67m (123.59ft), Average Daily Traffic: 5,335 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 7,422 (year 2035), Design Load: HL 93, Features Intersected: SH6 NB Fr;RR&Future 290
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 92.4m (303.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020168505451, Location: SH6 and Hempstead Jct (Lat: 29.914092, Lng: -95.621231), Route carried "on" structure: Ramp State highway 6, Year Built: 2020, Status: Open, Structure Length: 37.67m (123.59ft), Average Daily Traffic: 5,335 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 7,422 (year 2035), Design Load: HL 93, Features Intersected: SH6 NB Fr;RR&Future 290
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 92.4m (303.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 121020168507021, Location: 2.20 MI W OF US 59 (Lat: 30.002317, Lng: -95.305931), Route carried "on" structure: Business State highway 1960, Year Built: 1976, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,941 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 16,650 (year 2033), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.094, Lanes on structure: 3, 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: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
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 24 months, Inspection Date: December 2020
Structure Number: 121020168507021, Location: 2.20 MI W OF US 59 (Lat: 30.002317, Lng: -95.305931), Route carried "on" structure: Business State highway 1960, Year Built: 1976, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,941 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 16,650 (year 2033), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.094, Lanes on structure: 3, 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: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
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 24 months, Inspection Date: December 2020
Find on map >> Show street view
Structure Number: 121020168507023, Location: 1.4 MI W OF US 59 (Lat: 30.001442, Lng: -95.292869), Route carried "on" structure: Business State highway 1960, Year Built: 1976, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 22,760 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 31,860 (year 2033), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.360, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
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 24 months, Inspection Date: December 2020
Structure Number: 121020168507023, Location: 1.4 MI W OF US 59 (Lat: 30.001442, Lng: -95.292869), Route carried "on" structure: Business State highway 1960, Year Built: 1976, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 22,760 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 31,860 (year 2033), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.360, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
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 24 months, Inspection Date: December 2020
Find on map >> Show street view
Structure Number: 121020174301003, Location: .02 MI N of Ft Bend C/L (Lat: 29.671386, Lng: -95.615750), Route carried "on" structure: State highway 1876, Year Built: 1962, Year Reconstructed: 1982, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 13,647 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 20,650 (year 2033), Features Intersected: Keegans Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.582, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020174301003, Location: .02 MI N of Ft Bend C/L (Lat: 29.671386, Lng: -95.615750), Route carried "on" structure: State highway 1876, Year Built: 1962, Year Reconstructed: 1982, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 13,647 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 20,650 (year 2033), Features Intersected: Keegans Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.582, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), 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: 121020174301004, Location: 1.8 MI N of Ft Bend C/L (Lat: 29.695972, Lng: -95.614561), Route carried "on" structure: State highway 1876, Year Built: 1962, Year Reconstructed: 1982, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 14,544 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 23,350 (year 2033), Features Intersected: H.C.F.C. Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.829, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: 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: 121020174301004, Location: 1.8 MI N of Ft Bend C/L (Lat: 29.695972, Lng: -95.614561), Route carried "on" structure: State highway 1876, Year Built: 1962, Year Reconstructed: 1982, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 14,544 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 23,350 (year 2033), Features Intersected: H.C.F.C. Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.829, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: 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: 121020184401005, Location: 1.15 MI SW OF IH 45 (Lat: 29.557239, Lng: -95.180025), Route carried "on" structure: State highway 2351, Year Built: 1992, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20,827 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 33,600 (year 2033), Design Load: HS 20, Features Intersected: HCFCD DITCH K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.504, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 35.7m (117.1ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 121020184401005, Location: 1.15 MI SW OF IH 45 (Lat: 29.557239, Lng: -95.180025), Route carried "on" structure: State highway 2351, Year Built: 1992, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20,827 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 33,600 (year 2033), Design Load: HS 20, Features Intersected: HCFCD DITCH K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.504, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 35.7m (117.1ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Find on map >> Show street view
Structure Number: 121020248301001, Location: 0.40 MI N OF IH 610 (Lat: 29.819353, Lng: -95.355114), Route carried "on" structure: State highway 548, Year Built: 1987, Status: Open, Structure Length: 46.42m (152.30ft), Average Daily Traffic: 31,650 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 44,320 (year 2033), Design Load: HS 20, Features Intersected: UPRR, Facility Carried by Structure: HARDY TOLL RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 16, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 21.9m (71.9ft)
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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020248301001, Location: 0.40 MI N OF IH 610 (Lat: 29.819353, Lng: -95.355114), Route carried "on" structure: State highway 548, Year Built: 1987, Status: Open, Structure Length: 46.42m (152.30ft), Average Daily Traffic: 31,650 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 44,320 (year 2033), Design Load: HS 20, Features Intersected: UPRR, Facility Carried by Structure: HARDY TOLL RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 16, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 21.9m (71.9ft)
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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020248301002, Location: 0.40 MI N OF IH 610 (Lat: 29.819256, Lng: -95.355275), Route carried "on" structure: State highway 548, Year Built: 1987, Status: Open, Structure Length: 46.42m (152.30ft), Average Daily Traffic: 31,650 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 44,320 (year 2033), Design Load: HS 20, Features Intersected: UPRR, Facility Carried by Structure: HARDY TOLL RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 19, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 21.9m (71.9ft)
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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020248301002, Location: 0.40 MI N OF IH 610 (Lat: 29.819256, Lng: -95.355275), Route carried "on" structure: State highway 548, Year Built: 1987, Status: Open, Structure Length: 46.42m (152.30ft), Average Daily Traffic: 31,650 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 44,320 (year 2033), Design Load: HS 20, Features Intersected: UPRR, Facility Carried by Structure: HARDY TOLL RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 19, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 21.9m (71.9ft)
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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020248301006, Location: 0.80 MI N OF IH 610 (Lat: 29.825664, Lng: -95.353547), Route carried "on" structure: Ramp State highway 548, Year Built: 1988, Status: Open, Structure Length: 26.82m (87.99ft), Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 44,320 (year 2035), Design Load: HS 20, Features Intersected: W HARDY ST & UP RR, Facility Carried by Structure: HARDY TOLL OFF RP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.828, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 6, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020248301006, Location: 0.80 MI N OF IH 610 (Lat: 29.825664, Lng: -95.353547), Route carried "on" structure: Ramp State highway 548, Year Built: 1988, Status: Open, Structure Length: 26.82m (87.99ft), Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 44,320 (year 2035), Design Load: HS 20, Features Intersected: W HARDY ST & UP RR, Facility Carried by Structure: HARDY TOLL OFF RP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.828, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 6, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020248301007, Location: 0.00 MI N OF IH 610 (Lat: 29.813358, Lng: -95.351356), Route carried "on" structure: Ramp State highway 548, Year Built: 1988, Status: Open, Structure Length: 73.46m (241.01ft), Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 44,320 (year 2033), Design Load: HS 20, Features Intersected: KELLEY ST & IH 610
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.063, Lanes on structure: 2, Lanes under structure: 19, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Number Of Approach Spans: 11, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020248301007, Location: 0.00 MI N OF IH 610 (Lat: 29.813358, Lng: -95.351356), Route carried "on" structure: Ramp State highway 548, Year Built: 1988, Status: Open, Structure Length: 73.46m (241.01ft), Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 44,320 (year 2033), Design Load: HS 20, Features Intersected: KELLEY ST & IH 610
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.063, Lanes on structure: 2, Lanes under structure: 19, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Number Of Approach Spans: 11, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020248301008, Location: 0.10 MI N OF IH 610 (Lat: 29.815297, Lng: -95.351553), Route carried "on" structure: Ramp State highway 548, Year Built: 1988, Status: Open, Structure Length: 14.48m (47.51ft), Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 44,320 (year 2033), Design Load: HS 20, Features Intersected: HARDY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.145, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020248301008, Location: 0.10 MI N OF IH 610 (Lat: 29.815297, Lng: -95.351553), Route carried "on" structure: Ramp State highway 548, Year Built: 1988, Status: Open, Structure Length: 14.48m (47.51ft), Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 44,320 (year 2033), Design Load: HS 20, Features Intersected: HARDY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.145, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020248301009, Location: 1.00 MI N OF IH 610 (Lat: 29.829286, Lng: -95.354875), Route carried "on" structure: Other road 548, Year Built: 1987, Status: Open, Structure Length: 33.83m (110.99ft), Average Daily Traffic: 8,584 (year 2019), Average Future Daily Traffic: 20,000 (year 2035), Design Load: HS 20, Features Intersected: CROSSTIMBERS RD, Facility Carried by Structure: HARDY TOLL RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.440, Lanes on structure: 3, Lanes under structure: 8, Owner: Local Toll Authority, Approaching Roadway Width: 14.3m (46.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020248301009, Location: 1.00 MI N OF IH 610 (Lat: 29.829286, Lng: -95.354875), Route carried "on" structure: Other road 548, Year Built: 1987, Status: Open, Structure Length: 33.83m (110.99ft), Average Daily Traffic: 8,584 (year 2019), Average Future Daily Traffic: 20,000 (year 2035), Design Load: HS 20, Features Intersected: CROSSTIMBERS RD, Facility Carried by Structure: HARDY TOLL RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.440, Lanes on structure: 3, Lanes under structure: 8, Owner: Local Toll Authority, Approaching Roadway Width: 14.3m (46.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 12102024830101, Location: 1.00 MI N OF IH 610 (Lat: 29.828817, Lng: -95.354656), Route carried "on" structure: Other road 548, Year Built: 1987, Status: Open, Structure Length: 52.24m (171.39ft), Average Daily Traffic: 15,000 (year 2015), Average Future Daily Traffic: 20,000 (year 2035), Design Load: HS 20, Features Intersected: CROSSTIMBERS RD & UPRR, Facility Carried by Structure: HARDY TOLL RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.440, Lanes on structure: 3, Lanes under structure: 8, Owner: Local Toll Authority, Approaching Roadway Width: 14.3m (46.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Number Of Approach Spans: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102024830101, Location: 1.00 MI N OF IH 610 (Lat: 29.828817, Lng: -95.354656), Route carried "on" structure: Other road 548, Year Built: 1987, Status: Open, Structure Length: 52.24m (171.39ft), Average Daily Traffic: 15,000 (year 2015), Average Future Daily Traffic: 20,000 (year 2035), Design Load: HS 20, Features Intersected: CROSSTIMBERS RD & UPRR, Facility Carried by Structure: HARDY TOLL RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.440, Lanes on structure: 3, Lanes under structure: 8, Owner: Local Toll Authority, Approaching Roadway Width: 14.3m (46.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Number Of Approach Spans: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020248301451, Location: 0.00 MI N OF IH 610 (Lat: 29.814111, Lng: -95.354008), Route carried "on" structure: Ramp State highway 548, Year Built: 1988, Status: Open, Structure Length: 22.56m (74.02ft), Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 44,320 (year 2035), Design Load: HS 20, Features Intersected: IH 610 WB RP & FRISCO ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.233, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020248301451, Location: 0.00 MI N OF IH 610 (Lat: 29.814111, Lng: -95.354008), Route carried "on" structure: Ramp State highway 548, Year Built: 1988, Status: Open, Structure Length: 22.56m (74.02ft), Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 44,320 (year 2035), Design Load: HS 20, Features Intersected: IH 610 WB RP & FRISCO ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.233, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020263301003, Location: 0.15 MI S OF OLD US 90 (Lat: 29.830439, Lng: -95.209519), Route carried "on" structure: State highway 526, Year Built: 1989, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 16,272 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 19,930 (year 2035), Design Load: HS 20, Features Intersected: SPRING GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.5m (86.9ft)
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: 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: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020263301003, Location: 0.15 MI S OF OLD US 90 (Lat: 29.830439, Lng: -95.209519), Route carried "on" structure: State highway 526, Year Built: 1989, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 16,272 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 19,930 (year 2035), Design Load: HS 20, Features Intersected: SPRING GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.5m (86.9ft)
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: 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: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 121020263301202, Location: 1.50 MI S OF OLD US 90 (Lat: 29.809269, Lng: -95.213225), Route carried "on" structure: State highway 526, Year Built: 1989, Year Reconstructed: 1991, Status: Open, Structure Length: 22.25m (73.00ft), Average Daily Traffic: 8,269 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,540 (year 2035), Design Load: HS 20, Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.649, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
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: 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: 121020263301202, Location: 1.50 MI S OF OLD US 90 (Lat: 29.809269, Lng: -95.213225), Route carried "on" structure: State highway 526, Year Built: 1989, Year Reconstructed: 1991, Status: Open, Structure Length: 22.25m (73.00ft), Average Daily Traffic: 8,269 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,540 (year 2035), Design Load: HS 20, Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.649, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
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: 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: 121020263301234, Location: 1.50 MI S OF OLD US 90 (Lat: 29.811217, Lng: -95.212600), Route carried "on" structure: State highway 526, Year Built: 1997, Status: Open, Structure Length: 32.92m (108.01ft), Average Daily Traffic: 8,688 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 17,080 (year 2035), Design Load: HS 20, Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.647, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
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: High priority of replacement, 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: 121020263301234, Location: 1.50 MI S OF OLD US 90 (Lat: 29.811217, Lng: -95.212600), Route carried "on" structure: State highway 526, Year Built: 1997, Status: Open, Structure Length: 32.92m (108.01ft), Average Daily Traffic: 8,688 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 17,080 (year 2035), Design Load: HS 20, Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.647, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
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: High priority of replacement, 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: 121020294102001, Location: 2.2 MI SE OF FM 2978 (Lat: 30.082486, Lng: -95.565150), Route carried "on" structure: State highway 2920, Year Built: 1971, Year Reconstructed: 1990, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 20,379 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 30,920 (year 2033), Design Load: HS 20, Features Intersected: WILLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.619, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020294102001, Location: 2.2 MI SE OF FM 2978 (Lat: 30.082486, Lng: -95.565150), Route carried "on" structure: State highway 2920, Year Built: 1971, Year Reconstructed: 1990, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 20,379 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 30,920 (year 2033), Design Load: HS 20, Features Intersected: WILLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.619, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020294102004, Location: 2.0 MI W OF IH 45 (Lat: 30.070628, Lng: -95.467675), Route carried "on" structure: State highway 2920, Year Built: 1991, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 34,006 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 48,130 (year 2033), Features Intersected: HCFCD DITCH K124-02-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.493, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020294102004, Location: 2.0 MI W OF IH 45 (Lat: 30.070628, Lng: -95.467675), Route carried "on" structure: State highway 2920, Year Built: 1991, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 34,006 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 48,130 (year 2033), Features Intersected: HCFCD DITCH K124-02-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.493, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), 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: 121020305801078, Location: 0.15 MI SW OF SH 3 (Lat: 29.607344, Lng: -95.187769), Route carried "on" structure: State highway 2553, Year Built: 1988, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 6,153 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10,290 (year 2033), Features Intersected: HCFCD CHANNEL A-119-05
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.627, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020305801078, Location: 0.15 MI SW OF SH 3 (Lat: 29.607344, Lng: -95.187769), Route carried "on" structure: State highway 2553, Year Built: 1988, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 6,153 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10,290 (year 2033), Features Intersected: HCFCD CHANNEL A-119-05
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.627, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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 48 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: 121020325601013, Location: 1.0 MI S OF FM 1093 (Lat: 29.721858, Lng: -95.557775), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 49,220 (year 2012), Average Future Daily Traffic: 12,305 (year 2032), Design Load: HS 20, Features Intersected: BW 8, Facility Carried by Structure: Westpark Dr EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 42.4m (139.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 24.1m (79.1ft)
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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: 121020325601013, Location: 1.0 MI S OF FM 1093 (Lat: 29.721858, Lng: -95.557775), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 49,220 (year 2012), Average Future Daily Traffic: 12,305 (year 2032), Design Load: HS 20, Features Intersected: BW 8, Facility Carried by Structure: Westpark Dr EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 42.4m (139.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 24.1m (79.1ft)
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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: 121020325601014, Location: 0.07 MI N OF WESTPARK TOL (Lat: 29.719428, Lng: -95.556636), Route carried "on" structure: ServiceState highway 8, Year Built: 2004, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 18,058 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 45,500 (year 2032), Design Load: HS 20, Features Intersected: Direct Connector 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.893, Lanes on structure: 4, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 21.9m (71.9ft)
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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: 121020325601014, Location: 0.07 MI N OF WESTPARK TOL (Lat: 29.719428, Lng: -95.556636), Route carried "on" structure: ServiceState highway 8, Year Built: 2004, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 18,058 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 45,500 (year 2032), Design Load: HS 20, Features Intersected: Direct Connector 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.893, Lanes on structure: 4, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 21.9m (71.9ft)
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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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