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: 121020002710533, Location: 5 MI N OF IH 45 (Lat: 29.757128, Lng: -95.294786), Route carried "on" structure: Alternate US 90, Year Built: 2012, Status: Open, Structure Length: 16.46m (54.00ft), Average Daily Traffic: 25,730 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 36,030 (year 2033), Design Load: HL 93, Features Intersected: Clinton Dr. & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.850, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: 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: 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, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002710533, Location: 5 MI N OF IH 45 (Lat: 29.757128, Lng: -95.294786), Route carried "on" structure: Alternate US 90, Year Built: 2012, Status: Open, Structure Length: 16.46m (54.00ft), Average Daily Traffic: 25,730 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 36,030 (year 2033), Design Load: HL 93, Features Intersected: Clinton Dr. & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.850, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: 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: 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, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020002710559, Location: 6 MI N OF IH 45 (Lat: 29.766058, Lng: -95.294678), Route carried "on" structure: US 90, Year Built: 2017, Status: Open, Structure Length: 26.43m (86.71ft), Average Daily Traffic: 12,886 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.806, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 4, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 30.6m (100.4ft)
Condition: Deck: Good, Superstructure: 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: 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 Precast Panels
Structure Number: 121020002710559, Location: 6 MI N OF IH 45 (Lat: 29.766058, Lng: -95.294678), Route carried "on" structure: US 90, Year Built: 2017, Status: Open, Structure Length: 26.43m (86.71ft), Average Daily Traffic: 12,886 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.806, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 4, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 30.6m (100.4ft)
Condition: Deck: Good, Superstructure: 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: 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 Precast Panels
Find on map >> Show street view
Structure Number: 121020002710593, Location: 1.25 MI N OF IH 45 (Lat: 29.732664, Lng: -95.307994), Route carried "on" structure: Alternate US 90, Year Built: 2019, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 26,000 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 40,800 (year 2036), Design Load: HL 93, Features Intersected: COUNTRY CLUB BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.759, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 20 degrees, Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 32.2m (105.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020002710593, Location: 1.25 MI N OF IH 45 (Lat: 29.732664, Lng: -95.307994), Route carried "on" structure: Alternate US 90, Year Built: 2019, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 26,000 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 40,800 (year 2036), Design Load: HL 93, Features Intersected: COUNTRY CLUB BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.759, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 20 degrees, Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 32.2m (105.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 121020002713034, Location: INT US 59 & Westpark Toll (Lat: 29.723294, Lng: -95.492450), Route carried "on" structure: ServiceInterstate 69, Year Built: 2003, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 167,620 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 234,660 (year 2032), Design Load: HS 20, Features Intersected: Westpark Tollway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.416, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 53.2m (174.5ft)
Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713034, Location: INT US 59 & Westpark Toll (Lat: 29.723294, Lng: -95.492450), Route carried "on" structure: ServiceInterstate 69, Year Built: 2003, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 167,620 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 234,660 (year 2032), Design Load: HS 20, Features Intersected: Westpark Tollway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.416, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 53.2m (174.5ft)
Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713049, Location: INT US 59 & Westpark Toll (Lat: 29.723572, Lng: -95.490786), Route carried "on" structure: ServiceInterstate 69, Year Built: 2003, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 167,620 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 234,660 (year 2032), Design Load: HS 20, Features Intersected: Westpark Tollway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.416, Lanes on structure: 5, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 5 degrees, 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: 0.6m (2.0ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 21.6m (70.9ft)
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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713049, Location: INT US 59 & Westpark Toll (Lat: 29.723572, Lng: -95.490786), Route carried "on" structure: ServiceInterstate 69, Year Built: 2003, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 167,620 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 234,660 (year 2032), Design Load: HS 20, Features Intersected: Westpark Tollway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.416, Lanes on structure: 5, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 5 degrees, 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: 0.6m (2.0ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 21.6m (70.9ft)
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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713071, Location: 0.5 MI SW OF BELTWAY 8 (Lat: 29.655825, Lng: -95.562536), Route carried "on" structure: ServiceUS 59, Year Built: 1960, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 30,550 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 43,690 (year 2030), Features Intersected: KEEGANS BAYOU, Facility Carried by Structure: ROARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.525, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 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: Somewhat better than minimum adequacy, 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: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713071, Location: 0.5 MI SW OF BELTWAY 8 (Lat: 29.655825, Lng: -95.562536), Route carried "on" structure: ServiceUS 59, Year Built: 1960, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 30,550 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 43,690 (year 2030), Features Intersected: KEEGANS BAYOU, Facility Carried by Structure: ROARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.525, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 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: Somewhat better than minimum adequacy, 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: 3.17m (10.40ft), 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: 121020002713075, Location: 3.00 MI E OF IH 610 W (Lat: 29.730758, Lng: -95.412814), Route carried "on" structure: Interstate 69, Year Built: 1961, Year Reconstructed: 1992, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 183,561 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 307,450 (year 2039), Design Load: HS 20, Features Intersected: GREENBRIAR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.527, Lanes on structure: 11, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 51.2m (168.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 53.2m (174.5ft), Out-to-Out Width: 53.6m (175.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $468,000, Roadway Improvement Cost: $117,000, Total Project Cost: $585,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020002713075, Location: 3.00 MI E OF IH 610 W (Lat: 29.730758, Lng: -95.412814), Route carried "on" structure: Interstate 69, Year Built: 1961, Year Reconstructed: 1992, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 183,561 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 307,450 (year 2039), Design Load: HS 20, Features Intersected: GREENBRIAR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.527, Lanes on structure: 11, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 51.2m (168.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 53.2m (174.5ft), Out-to-Out Width: 53.6m (175.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $468,000, Roadway Improvement Cost: $117,000, Total Project Cost: $585,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 121020002713076, Location: 3.10 MI E OF IH 610W (Lat: 29.730822, Lng: -95.410683), Route carried "on" structure: US 59, Year Built: 1961, Year Reconstructed: 1992, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 183,561 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 346,260 (year 2033), Design Load: HS 20, Features Intersected: SHEPHERD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.310, Lanes on structure: 11, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 54.9m (180.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 54.9m (180.1ft), Out-to-Out Width: 57.2m (187.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Superior to present desirable criteria, Underclear: 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: 121020002713076, Location: 3.10 MI E OF IH 610W (Lat: 29.730822, Lng: -95.410683), Route carried "on" structure: US 59, Year Built: 1961, Year Reconstructed: 1992, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 183,561 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 346,260 (year 2033), Design Load: HS 20, Features Intersected: SHEPHERD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.310, Lanes on structure: 11, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 54.9m (180.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 54.9m (180.1ft), Out-to-Out Width: 57.2m (187.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Superior to present desirable criteria, Underclear: 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: 121020002713081, Location: 0.10 MI W OF SH 288 (Lat: 29.732744, Lng: -95.375281), Route carried "on" structure: US 59, Year Built: 1961, Year Reconstructed: 2005, Status: Open, Structure Length: 132.37m (434.28ft), Average Daily Traffic: 91,370 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 127,920 (year 2033), Design Load: HS 20, Features Intersected: MAIN ST TO ALMEDA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.884, Lanes on structure: 3, Lanes under structure: 40, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 36, Number Of Approach Spans: 7, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 191.84m (629.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $6,294,000, Roadway Improvement Cost: $1,574,000, Total Project Cost: $7,868,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713081, Location: 0.10 MI W OF SH 288 (Lat: 29.732744, Lng: -95.375281), Route carried "on" structure: US 59, Year Built: 1961, Year Reconstructed: 2005, Status: Open, Structure Length: 132.37m (434.28ft), Average Daily Traffic: 91,370 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 127,920 (year 2033), Design Load: HS 20, Features Intersected: MAIN ST TO ALMEDA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.884, Lanes on structure: 3, Lanes under structure: 40, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 36, Number Of Approach Spans: 7, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 191.84m (629.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $6,294,000, Roadway Improvement Cost: $1,574,000, Total Project Cost: $7,868,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713088, Location: 0.51 MI W OF IH 610 W (Lat: 29.726050, Lng: -95.468253), Route carried "on" structure: US 59, Year Built: 1961, Year Reconstructed: 1993, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 165,050 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 230,840 (year 2038), Design Load: HS 20, Features Intersected: RICE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.983, Lanes on structure: 8, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 33.2m (108.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Satisfactory, 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $10,000, Total Project Cost: $49,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713088, Location: 0.51 MI W OF IH 610 W (Lat: 29.726050, Lng: -95.468253), Route carried "on" structure: US 59, Year Built: 1961, Year Reconstructed: 1993, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 165,050 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 230,840 (year 2038), Design Load: HS 20, Features Intersected: RICE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.983, Lanes on structure: 8, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 33.2m (108.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Satisfactory, 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $10,000, Total Project Cost: $49,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713093, Location: 0.55 MI E OF IH 610 W (Lat: 29.730128, Lng: -95.451497), Route carried "on" structure: Interstate 69, Year Built: 1962, Year Reconstructed: 1992, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 183,561 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 416,279 (year 2039), Features Intersected: NEWCASTLE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.284, Lanes on structure: 15, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 66.4m (217.8ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 66.6m (218.5ft), Out-to-Out Width: 68.8m (225.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $601,000, Roadway Improvement Cost: $150,000, Total Project Cost: $751,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713093, Location: 0.55 MI E OF IH 610 W (Lat: 29.730128, Lng: -95.451497), Route carried "on" structure: Interstate 69, Year Built: 1962, Year Reconstructed: 1992, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 183,561 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 416,279 (year 2039), Features Intersected: NEWCASTLE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.284, Lanes on structure: 15, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 66.4m (217.8ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 66.6m (218.5ft), Out-to-Out Width: 68.8m (225.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $601,000, Roadway Improvement Cost: $150,000, Total Project Cost: $751,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713094, Location: 0.80 MI E OF IH 610 W (Lat: 29.729844, Lng: -95.447928), Route carried "on" structure: Interstate 69, Year Built: 1962, Year Reconstructed: 1992, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 183,561 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 416,279 (year 2039), Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.910, Lanes on structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 63.4m (208.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 63.4m (208.0ft), Out-to-Out Width: 65.5m (214.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713094, Location: 0.80 MI E OF IH 610 W (Lat: 29.729844, Lng: -95.447928), Route carried "on" structure: Interstate 69, Year Built: 1962, Year Reconstructed: 1992, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 183,561 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 416,279 (year 2039), Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.910, Lanes on structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 63.4m (208.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 63.4m (208.0ft), Out-to-Out Width: 65.5m (214.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713095, Location: 1.25 MI E OF IH 610 W (Lat: 29.728831, Lng: -95.441472), Route carried "on" structure: Interstate 69, Year Built: 1962, Year Reconstructed: 1992, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 183,561 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 416,279 (year 2039), Design Load: HS 20, Features Intersected: WESLAYAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.302, Lanes on structure: 13, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 59.7m (195.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 59.9m (196.5ft), Out-to-Out Width: 62.1m (203.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $757,000, Roadway Improvement Cost: $189,000, Total Project Cost: $946,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020002713095, Location: 1.25 MI E OF IH 610 W (Lat: 29.728831, Lng: -95.441472), Route carried "on" structure: Interstate 69, Year Built: 1962, Year Reconstructed: 1992, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 183,561 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 416,279 (year 2039), Design Load: HS 20, Features Intersected: WESLAYAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.302, Lanes on structure: 13, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 59.7m (195.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 59.9m (196.5ft), Out-to-Out Width: 62.1m (203.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $757,000, Roadway Improvement Cost: $189,000, Total Project Cost: $946,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 121020002713096, Location: 2.25 MI E OF IH 610 W (Lat: 29.729892, Lng: -95.428283), Route carried "on" structure: Interstate 69, Year Built: 1962, Year Reconstructed: 1992, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 183,561 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 307,450 (year 2039), Design Load: HS 20, Features Intersected: BUFFALO SPEEDWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.010, Lanes on structure: 13, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 59.7m (195.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 59.9m (196.5ft), Out-to-Out Width: 62.1m (203.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underclear: High priority of corrective action, 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: Monolithic Concrete
Structure Number: 121020002713096, Location: 2.25 MI E OF IH 610 W (Lat: 29.729892, Lng: -95.428283), Route carried "on" structure: Interstate 69, Year Built: 1962, Year Reconstructed: 1992, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 183,561 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 307,450 (year 2039), Design Load: HS 20, Features Intersected: BUFFALO SPEEDWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.010, Lanes on structure: 13, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 59.7m (195.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 59.9m (196.5ft), Out-to-Out Width: 62.1m (203.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underclear: High priority of corrective action, 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: Monolithic Concrete
Find on map >> Show street view
Structure Number: 121020002713097, Location: 2.60 MI E OF IH 610 (Lat: 29.730550, Lng: -95.418583), Route carried "on" structure: Interstate 69, Year Built: 1962, Year Reconstructed: 1992, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 256,208 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 307,450 (year 2039), Design Load: HS 20, Features Intersected: KIRBY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.086, Lanes on structure: 13, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 59.7m (195.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 59.9m (196.5ft), Out-to-Out Width: 62.1m (203.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $21,000, Total Project Cost: $106,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020002713097, Location: 2.60 MI E OF IH 610 (Lat: 29.730550, Lng: -95.418583), Route carried "on" structure: Interstate 69, Year Built: 1962, Year Reconstructed: 1992, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 256,208 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 307,450 (year 2039), Design Load: HS 20, Features Intersected: KIRBY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.086, Lanes on structure: 13, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 59.7m (195.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 59.9m (196.5ft), Out-to-Out Width: 62.1m (203.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $21,000, Total Project Cost: $106,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 12102000271311, Location: 0.65 MI SW OF IH 45 (Lat: 29.736614, Lng: -95.368725), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 13.26m (43.50ft), Average Daily Traffic: 8,810 (year 2014), Average Future Daily Traffic: 8,810 (year 2034), Design Load: H 20, Features Intersected: US 59 & SH 288, Facility Carried by Structure: ELGIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 5, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.26m (43.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $13,000, Total Project Cost: $65,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102000271311, Location: 0.65 MI SW OF IH 45 (Lat: 29.736614, Lng: -95.368725), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 13.26m (43.50ft), Average Daily Traffic: 8,810 (year 2014), Average Future Daily Traffic: 8,810 (year 2034), Design Load: H 20, Features Intersected: US 59 & SH 288, Facility Carried by Structure: ELGIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 5, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.26m (43.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $13,000, Total Project Cost: $65,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713111, Location: 0.50 MI SW OF IH 45 (Lat: 29.738506, Lng: -95.367289), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 840 (year 2014), Average Future Daily Traffic: 840 (year 2034), Design Load: H 20, Features Intersected: US 59/SH 288, Facility Carried by Structure: TUAM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 4, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.73m (38.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $9,000, Total Project Cost: $43,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713111, Location: 0.50 MI SW OF IH 45 (Lat: 29.738506, Lng: -95.367289), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 840 (year 2014), Average Future Daily Traffic: 840 (year 2034), Design Load: H 20, Features Intersected: US 59/SH 288, Facility Carried by Structure: TUAM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 4, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.73m (38.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $9,000, Total Project Cost: $43,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713112, Location: 0.35 MI SW OF IH 45 (Lat: 29.740389, Lng: -95.365833), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 10,199 (year 2019), Average Future Daily Traffic: 6,950 (year 2034), Design Load: H 20, Features Intersected: US 59/SH 288, Facility Carried by Structure: MCGOWEN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 5, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.67m (38.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $12,000, Total Project Cost: $58,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713112, Location: 0.35 MI SW OF IH 45 (Lat: 29.740389, Lng: -95.365833), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 10,199 (year 2019), Average Future Daily Traffic: 6,950 (year 2034), Design Load: H 20, Features Intersected: US 59/SH 288, Facility Carried by Structure: MCGOWEN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 5, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.67m (38.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $12,000, Total Project Cost: $58,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713113, Location: 0.20 MI SW OF IH 45 (Lat: 29.741694, Lng: -95.364203), Route carried "on" structure: Ramp US 59, Year Built: 1975, Status: Open, Structure Length: 14.26m (46.78ft), Average Daily Traffic: 15,490 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 21,680 (year 2033), Design Load: HS 20, Features Intersected: US 59 NB OFF-RP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.259, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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: 121020002713113, Location: 0.20 MI SW OF IH 45 (Lat: 29.741694, Lng: -95.364203), Route carried "on" structure: Ramp US 59, Year Built: 1975, Status: Open, Structure Length: 14.26m (46.78ft), Average Daily Traffic: 15,490 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 21,680 (year 2033), Design Load: HS 20, Features Intersected: US 59 NB OFF-RP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.259, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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: 121020002713114, Location: 0.15 MI SW OF IH 45 (Lat: 29.742719, Lng: -95.364525), Route carried "on" structure: Ramp US 59, Year Built: 1975, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 14,453 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 21,680 (year 2033), Design Load: HS 20, Features Intersected: US 59 SB OFF-RP L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.24m (30.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $5,000, Total Project Cost: $23,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713114, Location: 0.15 MI SW OF IH 45 (Lat: 29.742719, Lng: -95.364525), Route carried "on" structure: Ramp US 59, Year Built: 1975, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 14,453 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 21,680 (year 2033), Design Load: HS 20, Features Intersected: US 59 SB OFF-RP L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.24m (30.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $5,000, Total Project Cost: $23,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713117, Location: 0.05 MI S OF IH 45 (Lat: 29.743769, Lng: -95.363325), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 1,720 (year 2015), Average Future Daily Traffic: 1,720 (year 2035), Design Load: H 20, Features Intersected: US 59, Facility Carried by Structure: GRAY ST
Minimum Vertical Clearance: 6.00m (19.69ft), Kilometerpoint: 0.805, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.38m (27.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $8,000, Total Project Cost: $38,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713117, Location: 0.05 MI S OF IH 45 (Lat: 29.743769, Lng: -95.363325), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 1,720 (year 2015), Average Future Daily Traffic: 1,720 (year 2035), Design Load: H 20, Features Intersected: US 59, Facility Carried by Structure: GRAY ST
Minimum Vertical Clearance: 6.00m (19.69ft), Kilometerpoint: 0.805, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.38m (27.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $8,000, Total Project Cost: $38,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713119, Location: IH 45/US 59 INTERCHANGE (Lat: 29.744475, Lng: -95.362556), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 5,390 (year 2015), Average Future Daily Traffic: 5,390 (year 2035), Design Load: H 20, Features Intersected: US 59, Facility Carried by Structure: PIERCE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $6,000, Total Project Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713119, Location: IH 45/US 59 INTERCHANGE (Lat: 29.744475, Lng: -95.362556), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 5,390 (year 2015), Average Future Daily Traffic: 5,390 (year 2035), Design Load: H 20, Features Intersected: US 59, Facility Carried by Structure: PIERCE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $6,000, Total Project Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 12102000271312, Location: 0.05 MI N OF IH 45 (Lat: 29.745114, Lng: -95.361875), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 10,270 (year 2015), Average Future Daily Traffic: 10,270 (year 2035), Design Load: H 20, Features Intersected: US 59, Facility Carried by Structure: ST JOSEPH PKWY
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 0.805, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.13m (20.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $6,000, Total Project Cost: $28,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102000271312, Location: 0.05 MI N OF IH 45 (Lat: 29.745114, Lng: -95.361875), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 10,270 (year 2015), Average Future Daily Traffic: 10,270 (year 2035), Design Load: H 20, Features Intersected: US 59, Facility Carried by Structure: ST JOSEPH PKWY
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 0.805, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.13m (20.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $6,000, Total Project Cost: $28,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713121, Location: 0.10 MI NE OF IH 45 (Lat: 29.747911, Lng: -95.360167), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 9,440 (year 2015), Average Future Daily Traffic: 9,440 (year 2035), Design Load: H 20, Features Intersected: US 59, Facility Carried by Structure: JEFFERSON ST
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.805, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $5,000, Total Project Cost: $26,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713121, Location: 0.10 MI NE OF IH 45 (Lat: 29.747911, Lng: -95.360167), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 9,440 (year 2015), Average Future Daily Traffic: 9,440 (year 2035), Design Load: H 20, Features Intersected: US 59, Facility Carried by Structure: JEFFERSON ST
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.805, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $5,000, Total Project Cost: $26,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713122, Location: 0.20 MI NE OF IH 45 (Lat: 29.746531, Lng: -95.360594), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 9,440 (year 2015), Average Future Daily Traffic: 9,440 (year 2035), Design Load: H 20, Features Intersected: US 59, Facility Carried by Structure: PEASE ST
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.805, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $6,000, Total Project Cost: $28,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713122, Location: 0.20 MI NE OF IH 45 (Lat: 29.746531, Lng: -95.360594), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 9,440 (year 2015), Average Future Daily Traffic: 9,440 (year 2035), Design Load: H 20, Features Intersected: US 59, Facility Carried by Structure: PEASE ST
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.805, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $6,000, Total Project Cost: $28,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713123, Location: 0.25 MI NE OF IH 45 (Lat: 29.747486, Lng: -95.360400), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 6,430 (year 2015), Average Future Daily Traffic: 6,430 (year 2035), Design Load: H 20, Features Intersected: US 59, Facility Carried by Structure: LEELAND ST EB
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.805, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.28m (20.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $4,000, Total Project Cost: $19,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713123, Location: 0.25 MI NE OF IH 45 (Lat: 29.747486, Lng: -95.360400), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 6,430 (year 2015), Average Future Daily Traffic: 6,430 (year 2035), Design Load: H 20, Features Intersected: US 59, Facility Carried by Structure: LEELAND ST EB
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.805, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.28m (20.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $4,000, Total Project Cost: $19,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713124, Location: 0.26 MI NE OF IH 45 (Lat: 29.748317, Lng: -95.359511), Route carried "on" structure: City street , Year Built: 1975, Status: Posted for load, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 6,430 (year 2015), Average Future Daily Traffic: 6,430 (year 2035), Design Load: H 20, Features Intersected: US 59, Facility Carried by Structure: LEELAND-BELL ST WB
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 1.239, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $4,000, Total Project Cost: $21,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713124, Location: 0.26 MI NE OF IH 45 (Lat: 29.748317, Lng: -95.359511), Route carried "on" structure: City street , Year Built: 1975, Status: Posted for load, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 6,430 (year 2015), Average Future Daily Traffic: 6,430 (year 2035), Design Load: H 20, Features Intersected: US 59, Facility Carried by Structure: LEELAND-BELL ST WB
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 1.239, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $4,000, Total Project Cost: $21,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 12102000271313, Location: 0.5 MI SW OF BELTWAY 8 (Lat: 29.655653, Lng: -95.563933), Route carried "on" structure: Interstate 69, Year Built: 1969, Year Reconstructed: 1988, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 94,130 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 131,790 (year 2031), Design Load: HS 20, Features Intersected: KEEGANS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.613, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: 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: 12102000271313, Location: 0.5 MI SW OF BELTWAY 8 (Lat: 29.655653, Lng: -95.563933), Route carried "on" structure: Interstate 69, Year Built: 1969, Year Reconstructed: 1988, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 94,130 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 131,790 (year 2031), Design Load: HS 20, Features Intersected: KEEGANS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.613, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: 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: 121020002713161, Location: US 59 & SH 288 I/C (Lat: 29.733358, Lng: -95.372464), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 2,760 (year 2012), Average Future Daily Traffic: 4,500 (year 2031), Design Load: H 20, Features Intersected: US 59, Facility Carried by Structure: ALABAMA ST EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.45m (34.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713161, Location: US 59 & SH 288 I/C (Lat: 29.733358, Lng: -95.372464), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 2,760 (year 2012), Average Future Daily Traffic: 4,500 (year 2031), Design Load: H 20, Features Intersected: US 59, Facility Carried by Structure: ALABAMA ST EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.45m (34.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713172, Location: 0.10 MI W OF SH 288 (Lat: 29.732903, Lng: -95.375281), Route carried "on" structure: US 59, Year Built: 1975, Status: Open, Structure Length: 100.52m (329.79ft), Average Daily Traffic: 91,370 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 127,920 (year 2033), Design Load: HS 20, Features Intersected: MAIN ST TO ALMEDA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.884, Lanes on structure: 3, Lanes under structure: 38, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Number Of Approach Spans: 5, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 100.52m (329.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: Febuary 2020, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $81,000, Total Project Cost: $404,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713172, Location: 0.10 MI W OF SH 288 (Lat: 29.732903, Lng: -95.375281), Route carried "on" structure: US 59, Year Built: 1975, Status: Open, Structure Length: 100.52m (329.79ft), Average Daily Traffic: 91,370 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 127,920 (year 2033), Design Load: HS 20, Features Intersected: MAIN ST TO ALMEDA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.884, Lanes on structure: 3, Lanes under structure: 38, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Number Of Approach Spans: 5, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 100.52m (329.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: Febuary 2020, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $81,000, Total Project Cost: $404,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713174, Location: SH 288 @ US 59 (Lat: 29.735036, Lng: -95.371406), Route carried "on" structure: Ramp State highway 288, Year Built: 1979, Status: Open, Structure Length: 16.64m (54.59ft), Average Daily Traffic: 870 (year 2014), Average Future Daily Traffic: 1,500 (year 2034), Design Load: HS 20, Features Intersected: US 59 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.3m (43.6ft)
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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713174, Location: SH 288 @ US 59 (Lat: 29.735036, Lng: -95.371406), Route carried "on" structure: Ramp State highway 288, Year Built: 1979, Status: Open, Structure Length: 16.64m (54.59ft), Average Daily Traffic: 870 (year 2014), Average Future Daily Traffic: 1,500 (year 2034), Design Load: HS 20, Features Intersected: US 59 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.3m (43.6ft)
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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713175, Location: US 59 @ SH 288 (Lat: 29.732950, Lng: -95.371997), Route carried "on" structure: State highway 288, Year Built: 1979, Status: Open, Structure Length: 20.76m (68.11ft), Average Daily Traffic: 75,940 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 106,310 (year 2034), Design Load: HS 20, Features Intersected: US 59 & ALABAMA ST
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 2.227, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 20.76m (68.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713175, Location: US 59 @ SH 288 (Lat: 29.732950, Lng: -95.371997), Route carried "on" structure: State highway 288, Year Built: 1979, Status: Open, Structure Length: 20.76m (68.11ft), Average Daily Traffic: 75,940 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 106,310 (year 2034), Design Load: HS 20, Features Intersected: US 59 & ALABAMA ST
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 2.227, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 20.76m (68.11ft), 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: 121020002713176, Location: US 59 @ SH 288 (Lat: 29.733133, Lng: -95.371589), Route carried "on" structure: State highway 288, Year Built: 1979, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 66,000 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 92,400 (year 2033), Design Load: HS 20, Features Intersected: US 59 NB & ALABAMA ST
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 2.227, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713176, Location: US 59 @ SH 288 (Lat: 29.733133, Lng: -95.371589), Route carried "on" structure: State highway 288, Year Built: 1979, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 66,000 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 92,400 (year 2033), Design Load: HS 20, Features Intersected: US 59 NB & ALABAMA ST
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 2.227, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: January 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713177, Location: US 59 @ SH 288 (Lat: 29.734997, Lng: -95.370786), Route carried "on" structure: Ramp State highway 288, Year Built: 1979, Status: Open, Structure Length: 31.70m (104.00ft), Average Daily Traffic: 52,616 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 105,720 (year 2034), Design Load: HS 20, Features Intersected: US 59 & SH 288
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.148, Lanes on structure: 2, Lanes under structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 4, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Very 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: Superior to present desirable 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713177, Location: US 59 @ SH 288 (Lat: 29.734997, Lng: -95.370786), Route carried "on" structure: Ramp State highway 288, Year Built: 1979, Status: Open, Structure Length: 31.70m (104.00ft), Average Daily Traffic: 52,616 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 105,720 (year 2034), Design Load: HS 20, Features Intersected: US 59 & SH 288
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.148, Lanes on structure: 2, Lanes under structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 4, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Very 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: Superior to present desirable 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713178, Location: SH 288 AT US 59 (Lat: 29.730747, Lng: -95.371600), Route carried "on" structure: Ramp State highway 288, Year Built: 1979, Status: Open, Structure Length: 51.42m (168.70ft), Average Daily Traffic: 14,453 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 21,250 (year 2034), Design Load: HS 20, Features Intersected: US 59 & SH 288
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.400, Lanes on structure: 1, Lanes under structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 16, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, 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: Superior to present desirable 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713178, Location: SH 288 AT US 59 (Lat: 29.730747, Lng: -95.371600), Route carried "on" structure: Ramp State highway 288, Year Built: 1979, Status: Open, Structure Length: 51.42m (168.70ft), Average Daily Traffic: 14,453 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 21,250 (year 2034), Design Load: HS 20, Features Intersected: US 59 & SH 288
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.400, Lanes on structure: 1, Lanes under structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 16, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, 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: Superior to present desirable 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713179, Location: IH 610/US 59 INTERCHANGE (Lat: 29.731953, Lng: -95.459717), Route carried "on" structure: Ramp US 59, Year Built: 1962, Year Reconstructed: 2004, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 30,800 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 43,120 (year 2036), Design Load: HS 20, Features Intersected: RICHMOND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.072, Lanes on structure: 3, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713179, Location: IH 610/US 59 INTERCHANGE (Lat: 29.731953, Lng: -95.459717), Route carried "on" structure: Ramp US 59, Year Built: 1962, Year Reconstructed: 2004, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 30,800 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 43,120 (year 2036), Design Load: HS 20, Features Intersected: RICHMOND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.072, Lanes on structure: 3, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.89m (22.60ft), 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: 12102000271318, Location: 0.60 MI W OF SH 288 (Lat: 29.732136, Lng: -95.381658), Route carried "on" structure: Ramp US 59, Year Built: 1975, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 18,270 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 25,580 (year 2033), Design Load: HS 20, Features Intersected: WHEELER & CAROLINE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.88m (35.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102000271318, Location: 0.60 MI W OF SH 288 (Lat: 29.732136, Lng: -95.381658), Route carried "on" structure: Ramp US 59, Year Built: 1975, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 18,270 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 25,580 (year 2033), Design Load: HS 20, Features Intersected: WHEELER & CAROLINE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.88m (35.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020002713181, Location: 0.60 MI W OF SH 288 (Lat: 29.732703, Lng: -95.381400), Route carried "on" structure: Ramp US 59, Year Built: 1975, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 9,763 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 21,680 (year 2033), Design Load: HS 20, Features Intersected: SAN JACINTO ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.962, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 44.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.05m (29.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002713181, Location: 0.60 MI W OF SH 288 (Lat: 29.732703, Lng: -95.381400), Route carried "on" structure: Ramp US 59, Year Built: 1975, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 9,763 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 21,680 (year 2033), Design Load: HS 20, Features Intersected: SAN JACINTO ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.962, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 44.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.05m (29.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place