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
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Structure Number: 121020050201005, Location: 0.5 MI N OF IH 45 (Lat: 29.699956, Lng: -95.282431), Route carried "on" structure: ServiceInterstate 610, Year Built: 1951, Year Reconstructed: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 11,550 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 16,180 (year 2033), Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.922, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 121020050201005, Location: 0.5 MI N OF IH 45 (Lat: 29.699956, Lng: -95.282431), Route carried "on" structure: ServiceInterstate 610, Year Built: 1951, Year Reconstructed: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 11,550 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 16,180 (year 2033), Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.922, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 121020050201007, Location: 0.75 MI NE OF IH 45 (Lat: 29.702508, Lng: -95.277939), Route carried "on" structure: Interstate 610, Year Built: 1953, Year Reconstructed: 1975, Status: Open, Structure Length: 22.07m (72.41ft), Average Daily Traffic: 87,867 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 92,670 (year 2033), Features Intersected: BROADWAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.539, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 9, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.07m (72.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,174,000, Roadway Improvement Cost: $294,000, Total Project Cost: $1,468,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050201007, Location: 0.75 MI NE OF IH 45 (Lat: 29.702508, Lng: -95.277939), Route carried "on" structure: Interstate 610, Year Built: 1953, Year Reconstructed: 1975, Status: Open, Structure Length: 22.07m (72.41ft), Average Daily Traffic: 87,867 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 92,670 (year 2033), Features Intersected: BROADWAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.539, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 9, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.07m (72.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,174,000, Roadway Improvement Cost: $294,000, Total Project Cost: $1,468,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050201008, Location: 1.25 MI NE OF IH 45 (Lat: 29.704908, Lng: -95.274594), Route carried "on" structure: Interstate 610, Year Built: 1953, Year Reconstructed: 1975, Status: Open, Structure Length: 33.38m (109.51ft), Average Daily Traffic: 87,867 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 92,670 (year 2033), Features Intersected: GALVESTON RD & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.058, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 18, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050201008, Location: 1.25 MI NE OF IH 45 (Lat: 29.704908, Lng: -95.274594), Route carried "on" structure: Interstate 610, Year Built: 1953, Year Reconstructed: 1975, Status: Open, Structure Length: 33.38m (109.51ft), Average Daily Traffic: 87,867 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 92,670 (year 2033), Features Intersected: GALVESTON RD & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.058, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 18, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050201011, Location: 1.5 MI E OF IH 610 (Lat: 29.706103, Lng: -95.245364), Route carried "on" structure: State highway 225, Year Built: 1966, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 56,000 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 78,400 (year 2033), Design Load: HS 20, Features Intersected: ALLEN GENOA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 3, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020050201011, Location: 1.5 MI E OF IH 610 (Lat: 29.706103, Lng: -95.245364), Route carried "on" structure: State highway 225, Year Built: 1966, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 56,000 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 78,400 (year 2033), Design Load: HS 20, Features Intersected: ALLEN GENOA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 3, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020050201012, Location: 2.5 MI E OF IH 610 (Lat: 29.707778, Lng: -95.228278), Route carried "on" structure: State highway 225, Year Built: 1966, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 56,000 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 78,400 (year 2033), Design Load: HS 20, Features Intersected: SCARBOROUGH LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.147, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020050201012, Location: 2.5 MI E OF IH 610 (Lat: 29.707778, Lng: -95.228278), Route carried "on" structure: State highway 225, Year Built: 1966, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 56,000 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 78,400 (year 2033), Design Load: HS 20, Features Intersected: SCARBOROUGH LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.147, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020050201013, Location: 1.25 MI E OF IH 610 (Lat: 29.707039, Lng: -95.252983), Route carried "on" structure: State highway 225, Year Built: 1962, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 19.69m (64.60ft), Average Daily Traffic: 56,000 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 78,400 (year 2033), Design Load: HS 20, Features Intersected: GOODYEAR RR & DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.642, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020050201013, Location: 1.25 MI E OF IH 610 (Lat: 29.707039, Lng: -95.252983), Route carried "on" structure: State highway 225, Year Built: 1962, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 19.69m (64.60ft), Average Daily Traffic: 56,000 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 78,400 (year 2033), Design Load: HS 20, Features Intersected: GOODYEAR RR & DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.642, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12102005020102, Location: 0.6 MI E OF IH 610 (Lat: 29.707750, Lng: -95.256978), Route carried "on" structure: State highway 225, Year Built: 1965, Status: Open, Structure Length: 14.51m (47.60ft), Average Daily Traffic: 56,000 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 78,400 (year 2033), Design Load: HS 20, Features Intersected: SIMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.299, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), 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: 36.9m (121.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: January 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12102005020102, Location: 0.6 MI E OF IH 610 (Lat: 29.707750, Lng: -95.256978), Route carried "on" structure: State highway 225, Year Built: 1965, Status: Open, Structure Length: 14.51m (47.60ft), Average Daily Traffic: 56,000 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 78,400 (year 2033), Design Load: HS 20, Features Intersected: SIMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.299, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), 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: 36.9m (121.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: January 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020050201074, Location: 0.75 MI NE OF IH 45 (Lat: 29.702622, Lng: -95.278094), Route carried "on" structure: Interstate 610, Year Built: 1953, Year Reconstructed: 1975, Status: Open, Structure Length: 22.07m (72.41ft), Average Daily Traffic: 83,932 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 92,670 (year 2033), Features Intersected: BROADWAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.539, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 9, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.07m (72.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050201074, Location: 0.75 MI NE OF IH 45 (Lat: 29.702622, Lng: -95.278094), Route carried "on" structure: Interstate 610, Year Built: 1953, Year Reconstructed: 1975, Status: Open, Structure Length: 22.07m (72.41ft), Average Daily Traffic: 83,932 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 92,670 (year 2033), Features Intersected: BROADWAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.539, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 9, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.07m (72.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050201075, Location: 1.25 MI NE OF IH 45 (Lat: 29.705022, Lng: -95.274708), Route carried "on" structure: Interstate 610, Year Built: 1953, Year Reconstructed: 1975, Status: Open, Structure Length: 33.38m (109.51ft), Average Daily Traffic: 83,932 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 92,670 (year 2033), Features Intersected: GALVESTON RD & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.058, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 18, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050201075, Location: 1.25 MI NE OF IH 45 (Lat: 29.705022, Lng: -95.274708), Route carried "on" structure: Interstate 610, Year Built: 1953, Year Reconstructed: 1975, Status: Open, Structure Length: 33.38m (109.51ft), Average Daily Traffic: 83,932 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 92,670 (year 2033), Features Intersected: GALVESTON RD & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.058, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 18, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050201076, Location: 1.5 MI E OF IH 610 (Lat: 29.706283, Lng: -95.245361), Route carried "on" structure: State highway 225, Year Built: 1966, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 56,000 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 78,400 (year 2033), Design Load: HS 20, Features Intersected: ALLEN GENOA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 3, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020050201076, Location: 1.5 MI E OF IH 610 (Lat: 29.706283, Lng: -95.245361), Route carried "on" structure: State highway 225, Year Built: 1966, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 56,000 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 78,400 (year 2033), Design Load: HS 20, Features Intersected: ALLEN GENOA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 3, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020050201077, Location: 2.5 MI E OF IH 610 (Lat: 29.707956, Lng: -95.228328), Route carried "on" structure: State highway 225, Year Built: 1966, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 56,000 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 78,400 (year 2033), Design Load: HS 20, Features Intersected: SCARBOROUGH LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.147, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020050201077, Location: 2.5 MI E OF IH 610 (Lat: 29.707956, Lng: -95.228328), Route carried "on" structure: State highway 225, Year Built: 1966, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 56,000 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 78,400 (year 2033), Design Load: HS 20, Features Intersected: SCARBOROUGH LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.147, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020050201078, Location: 0.6 MI E OF IH 610 (Lat: 29.707928, Lng: -95.256947), Route carried "on" structure: State highway 225, Year Built: 1965, Year Reconstructed: 1989, Status: Open, Structure Length: 14.51m (47.60ft), Average Daily Traffic: 56,000 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 78,400 (year 2033), Design Load: HS 20, Features Intersected: SIMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.299, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), 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: 36.9m (121.1ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.24m (50.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: January 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020050201078, Location: 0.6 MI E OF IH 610 (Lat: 29.707928, Lng: -95.256947), Route carried "on" structure: State highway 225, Year Built: 1965, Year Reconstructed: 1989, Status: Open, Structure Length: 14.51m (47.60ft), Average Daily Traffic: 56,000 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 78,400 (year 2033), Design Load: HS 20, Features Intersected: SIMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.299, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), 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: 36.9m (121.1ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.24m (50.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: January 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020050201079, Location: 1.25 MI E OF IH 610 (Lat: 29.707211, Lng: -95.252906), Route carried "on" structure: State highway 225, Year Built: 1962, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 19.69m (64.60ft), Average Daily Traffic: 56,000 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 78,400 (year 2033), Design Load: HS 20, Features Intersected: GOODYEAR RR & DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.642, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020050201079, Location: 1.25 MI E OF IH 610 (Lat: 29.707211, Lng: -95.252906), Route carried "on" structure: State highway 225, Year Built: 1962, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 19.69m (64.60ft), Average Daily Traffic: 56,000 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 78,400 (year 2033), Design Load: HS 20, Features Intersected: GOODYEAR RR & DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.642, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020050201258, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.696925, Lng: -95.290261), Route carried "on" structure: Interstate 610, Year Built: 1977, Status: Open, Structure Length: 67.82m (222.51ft), Average Daily Traffic: 66,190 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 92,670 (year 2033), Design Load: HS 20, Features Intersected: IH 45 & SH 35
Minimum Vertical Clearance: 6.33m (20.77ft), Kilometerpoint: 0.467, Lanes on structure: 3, Lanes under structure: 24, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 29, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.2m (69.6ft)
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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050201258, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.696925, Lng: -95.290261), Route carried "on" structure: Interstate 610, Year Built: 1977, Status: Open, Structure Length: 67.82m (222.51ft), Average Daily Traffic: 66,190 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 92,670 (year 2033), Design Load: HS 20, Features Intersected: IH 45 & SH 35
Minimum Vertical Clearance: 6.33m (20.77ft), Kilometerpoint: 0.467, Lanes on structure: 3, Lanes under structure: 24, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 29, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.2m (69.6ft)
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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050201259, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.697017, Lng: -95.290347), Route carried "on" structure: Interstate 610, Year Built: 1977, Status: Open, Structure Length: 57.73m (189.40ft), Average Daily Traffic: 66,190 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 92,670 (year 2033), Design Load: HS 20, Features Intersected: IH 45 & SH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 4, Lanes under structure: 25, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 26, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 22.7m (74.5ft)
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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050201259, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.697017, Lng: -95.290347), Route carried "on" structure: Interstate 610, Year Built: 1977, Status: Open, Structure Length: 57.73m (189.40ft), Average Daily Traffic: 66,190 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 92,670 (year 2033), Design Load: HS 20, Features Intersected: IH 45 & SH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 4, Lanes under structure: 25, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 26, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 22.7m (74.5ft)
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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050201266, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.698081, Lng: -95.287081), Route carried "on" structure: Ramp Interstate 610, Year Built: 1977, Status: Open, Structure Length: 15.15m (49.70ft), Average Daily Traffic: 13,240 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 18,530 (year 2033), Design Load: HS 20, Features Intersected: CONN IH610 WB TO IH45 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.717, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050201266, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.698081, Lng: -95.287081), Route carried "on" structure: Ramp Interstate 610, Year Built: 1977, Status: Open, Structure Length: 15.15m (49.70ft), Average Daily Traffic: 13,240 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 18,530 (year 2033), Design Load: HS 20, Features Intersected: CONN IH610 WB TO IH45 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.717, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102005020205, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.710572, Lng: -95.271878), Route carried "on" structure: Ramp State highway 225, Year Built: 1974, Status: Open, Structure Length: 19.75m (64.80ft), Average Daily Traffic: 2,280 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 3,200 (year 2033), Design Load: HS 20, Features Intersected: SH 225 EB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.061, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102005020205, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.710572, Lng: -95.271878), Route carried "on" structure: Ramp State highway 225, Year Built: 1974, Status: Open, Structure Length: 19.75m (64.80ft), Average Daily Traffic: 2,280 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 3,200 (year 2033), Design Load: HS 20, Features Intersected: SH 225 EB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.061, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050202051, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.710719, Lng: -95.271122), Route carried "on" structure: Ramp State highway 225, Year Built: 1974, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 7,500 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 3,200 (year 2033), Design Load: HS 20, Features Intersected: R.O.W.
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 8.383, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
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: 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: 121020050202051, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.710719, Lng: -95.271122), Route carried "on" structure: Ramp State highway 225, Year Built: 1974, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 7,500 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 3,200 (year 2033), Design Load: HS 20, Features Intersected: R.O.W.
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 8.383, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
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: 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
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Structure Number: 121020050202345, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.709744, Lng: -95.270200), Route carried "on" structure: Ramp State highway 225, Year Built: 1975, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,410 (year 2010), Truck Traffic: 13%, Average Future Daily Traffic: 4,820 (year 2030), Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.415, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 121020050202345, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.709744, Lng: -95.270200), Route carried "on" structure: Ramp State highway 225, Year Built: 1975, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,410 (year 2010), Truck Traffic: 13%, Average Future Daily Traffic: 4,820 (year 2030), Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.415, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 121020050202351, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.711225, Lng: -95.265844), Route carried "on" structure: Ramp State highway 225, Year Built: 1974, Status: Open, Structure Length: 22.34m (73.29ft), Average Daily Traffic: 11,200 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 15,680 (year 2033), Design Load: HS 20, Features Intersected: S LOOP E FWY; PLUM CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.130, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050202351, Location: IH 610 @ SH 225 (INTRCHG) (Lat: 29.711225, Lng: -95.265844), Route carried "on" structure: Ramp State highway 225, Year Built: 1974, Status: Open, Structure Length: 22.34m (73.29ft), Average Daily Traffic: 11,200 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 15,680 (year 2033), Design Load: HS 20, Features Intersected: S LOOP E FWY; PLUM CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.130, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050801023, Location: 2.0 MI E OF IH 610 (Lat: 29.772064, Lng: -95.228064), Route carried "on" structure: Interstate 10, Year Built: 1950, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 115,350 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 180,550 (year 2033), Features Intersected: HUNTING BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.837, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 44.3m (145.3ft), Out-to-Out Width: 45.6m (149.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020050801023, Location: 2.0 MI E OF IH 610 (Lat: 29.772064, Lng: -95.228064), Route carried "on" structure: Interstate 10, Year Built: 1950, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 115,350 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 180,550 (year 2033), Features Intersected: HUNTING BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.837, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 44.3m (145.3ft), Out-to-Out Width: 45.6m (149.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020050801027, Location: 3.5 MI E OF IH 610 (Lat: 29.771433, Lng: -95.203956), Route carried "on" structure: Interstate 10, Year Built: 1950, Year Reconstructed: 1958, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 129,577 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 199,430 (year 2033), Design Load: H 20, Features Intersected: WEST CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.210, Lanes on structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 65.2m (213.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 121020050801027, Location: 3.5 MI E OF IH 610 (Lat: 29.771433, Lng: -95.203956), Route carried "on" structure: Interstate 10, Year Built: 1950, Year Reconstructed: 1958, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 129,577 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 199,430 (year 2033), Design Load: H 20, Features Intersected: WEST CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.210, Lanes on structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 65.2m (213.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 121020050801148, Location: 0.8 MI E OF IH 610 (Lat: 29.773594, Lng: -95.247336), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1985, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 67,266 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 114,450 (year 2033), Design Load: HS 20, Features Intersected: MERCURY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.931, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 21.8m (71.5ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050801148, Location: 0.8 MI E OF IH 610 (Lat: 29.773594, Lng: -95.247336), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1985, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 67,266 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 114,450 (year 2033), Design Load: HS 20, Features Intersected: MERCURY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.931, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 21.8m (71.5ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102005080115, Location: 1.7 MI E OF IH 610 (Lat: 29.773058, Lng: -95.232994), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1985, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 67,266 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 90,270 (year 2033), Design Load: HS 20, Features Intersected: HOLLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.333, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.6m (74.1ft)
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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102005080115, Location: 1.7 MI E OF IH 610 (Lat: 29.773058, Lng: -95.232994), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1985, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 67,266 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 90,270 (year 2033), Design Load: HS 20, Features Intersected: HOLLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.333, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.6m (74.1ft)
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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050801153, Location: 0.4 MI E OF FM 526 (Lat: 29.771256, Lng: -95.206297), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1983, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 77,150 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 99,710 (year 2033), Design Load: HS 20, Features Intersected: NORMANDY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.963, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 21.8m (71.5ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050801153, Location: 0.4 MI E OF FM 526 (Lat: 29.771256, Lng: -95.206297), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1983, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 77,150 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 99,710 (year 2033), Design Load: HS 20, Features Intersected: NORMANDY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.963, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 21.8m (71.5ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050801154, Location: 2.3 MI E OF FM 526 (Lat: 29.770639, Lng: -95.177781), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1992, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 69,576 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 105,930 (year 2033), Design Load: HS 20, Features Intersected: FREEPORT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.743, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050801154, Location: 2.3 MI E OF FM 526 (Lat: 29.770639, Lng: -95.177781), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1992, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 69,576 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 105,930 (year 2033), Design Load: HS 20, Features Intersected: FREEPORT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.743, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050801174, Location: 1.7 MI E OF FM 526 (Lat: 29.770536, Lng: -95.186894), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1983, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 77,150 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 99,710 (year 2033), Design Load: HS 20, Features Intersected: UVALDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.868, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 21.8m (71.5ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050801174, Location: 1.7 MI E OF FM 526 (Lat: 29.770536, Lng: -95.186894), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1983, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 77,150 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 99,710 (year 2033), Design Load: HS 20, Features Intersected: UVALDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.868, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 21.8m (71.5ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050801176, Location: 0.5 MI W OF IH 610 (Lat: 29.776831, Lng: -95.272056), Route carried "on" structure: Interstate 10, Year Built: 1966, Year Reconstructed: 1990, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 75,974 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 103,790 (year 2033), Features Intersected: GELLHORN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.512, Lanes on structure: 6, Lanes under structure: 6, Owner: State Park, Forest, or Reservation Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 29.7m (97.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050801176, Location: 0.5 MI W OF IH 610 (Lat: 29.776831, Lng: -95.272056), Route carried "on" structure: Interstate 10, Year Built: 1966, Year Reconstructed: 1990, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 75,974 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 103,790 (year 2033), Features Intersected: GELLHORN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.512, Lanes on structure: 6, Lanes under structure: 6, Owner: State Park, Forest, or Reservation Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 29.7m (97.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050801178, Location: AT IH 10/IH 610 INTERCHNG (Lat: 29.776439, Lng: -95.263386), Route carried "on" structure: Ramp Interstate 10, Year Built: 1964, Status: Open, Structure Length: 20.67m (67.81ft), Average Daily Traffic: 14,820 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 20,750 (year 2033), Design Load: HS 20, Features Intersected: IH 10 & IH610
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 54.235, Lanes on structure: 1, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 7, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.67m (67.81ft), 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: 121020050801178, Location: AT IH 10/IH 610 INTERCHNG (Lat: 29.776439, Lng: -95.263386), Route carried "on" structure: Ramp Interstate 10, Year Built: 1964, Status: Open, Structure Length: 20.67m (67.81ft), Average Daily Traffic: 14,820 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 20,750 (year 2033), Design Load: HS 20, Features Intersected: IH 10 & IH610
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 54.235, Lanes on structure: 1, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 7, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.67m (67.81ft), 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
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Structure Number: 121020050801182, Location: 0.25 MI E OF US 59 (Lat: 29.769200, Lng: -95.335714), Route carried "on" structure: Interstate 10, Year Built: 1968, Year Reconstructed: 2001, Status: Open, Structure Length: 15.30m (50.20ft), Average Daily Traffic: 184,317 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 211,320 (year 2033), Design Load: HS 20, Features Intersected: GREGG ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.951, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Satisfactory, Superstructure: 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.30m (50.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050801182, Location: 0.25 MI E OF US 59 (Lat: 29.769200, Lng: -95.335714), Route carried "on" structure: Interstate 10, Year Built: 1968, Year Reconstructed: 2001, Status: Open, Structure Length: 15.30m (50.20ft), Average Daily Traffic: 184,317 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 211,320 (year 2033), Design Load: HS 20, Features Intersected: GREGG ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.951, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Satisfactory, Superstructure: 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.30m (50.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050801188, Location: 2.00 MI E OF US 59 (Lat: 29.774222, Lng: -95.315589), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 200 (year 2011), Average Future Daily Traffic: 500 (year 2030), Design Load: H 20, Features Intersected: IH 10, Facility Carried by Structure: LOCKWOOD ST SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 121020050801188, Location: 2.00 MI E OF US 59 (Lat: 29.774222, Lng: -95.315589), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 200 (year 2011), Average Future Daily Traffic: 500 (year 2030), Design Load: H 20, Features Intersected: IH 10, Facility Carried by Structure: LOCKWOOD ST SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050801189, Location: 2.00 MI E OF US 59 (Lat: 29.774197, Lng: -95.315161), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 200 (year 2011), Average Future Daily Traffic: 600 (year 2031), Design Load: H 20, Features Intersected: IH 10, Facility Carried by Structure: LOCKWOOD ST NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 121020050801189, Location: 2.00 MI E OF US 59 (Lat: 29.774197, Lng: -95.315161), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 200 (year 2011), Average Future Daily Traffic: 600 (year 2031), Design Load: H 20, Features Intersected: IH 10, Facility Carried by Structure: LOCKWOOD ST NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050801192, Location: 2.8 MI W OF IH 610 (Lat: 29.774106, Lng: -95.307456), Route carried "on" structure: Interstate 10, Year Built: 1964, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 75,974 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 103,790 (year 2033), Design Load: HS 20, Features Intersected: KRESS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.006, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050801192, Location: 2.8 MI W OF IH 610 (Lat: 29.774106, Lng: -95.307456), Route carried "on" structure: Interstate 10, Year Built: 1964, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 75,974 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 103,790 (year 2033), Design Load: HS 20, Features Intersected: KRESS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.006, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050801193, Location: 2.5 MI W OF IH 610 (Lat: 29.774144, Lng: -95.301225), Route carried "on" structure: Interstate 10, Year Built: 1964, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 75,974 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 103,790 (year 2033), Design Load: HS 20, Features Intersected: LATHROP ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.615, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050801193, Location: 2.5 MI W OF IH 610 (Lat: 29.774144, Lng: -95.301225), Route carried "on" structure: Interstate 10, Year Built: 1964, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 75,974 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 103,790 (year 2033), Design Load: HS 20, Features Intersected: LATHROP ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.615, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050801194, Location: 1.70 MI W OF IH 610 (Lat: 29.777644, Lng: -95.291461), Route carried "on" structure: Interstate 10, Year Built: 1964, Year Reconstructed: 1990, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 75,974 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 103,790 (year 2033), Design Load: HS 20, Features Intersected: US 90A/WAYSIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.576, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.11m (43.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $58,000, Roadway Improvement Cost: $15,000, Total Project Cost: $73,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050801194, Location: 1.70 MI W OF IH 610 (Lat: 29.777644, Lng: -95.291461), Route carried "on" structure: Interstate 10, Year Built: 1964, Year Reconstructed: 1990, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 75,974 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 103,790 (year 2033), Design Load: HS 20, Features Intersected: US 90A/WAYSIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.576, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.11m (43.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $58,000, Roadway Improvement Cost: $15,000, Total Project Cost: $73,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050801205, Location: 0.75 MI W OF US 59 (Lat: 29.770208, Lng: -95.352508), Route carried "on" structure: Ramp Interstate 10, Year Built: 1971, Status: Open, Structure Length: 18.26m (59.91ft), Average Daily Traffic: 13,690 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 19,160 (year 2033), Design Load: HS 20, Features Intersected: IH 10 WB SAN JACINTO EXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.166, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.26m (59.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: April 2020, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $9,000, Total Project Cost: $45,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050801205, Location: 0.75 MI W OF US 59 (Lat: 29.770208, Lng: -95.352508), Route carried "on" structure: Ramp Interstate 10, Year Built: 1971, Status: Open, Structure Length: 18.26m (59.91ft), Average Daily Traffic: 13,690 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 19,160 (year 2033), Design Load: HS 20, Features Intersected: IH 10 WB SAN JACINTO EXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.166, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.26m (59.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: April 2020, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $9,000, Total Project Cost: $45,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050801206, Location: 0.75 MI W OF US 59 (Lat: 29.768333, Lng: -95.354286), Route carried "on" structure: Ramp State highway 10, Year Built: 1971, Status: Open, Structure Length: 16.73m (54.89ft), Average Daily Traffic: 13,690 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 19,160 (year 2033), Design Load: HS 20, Features Intersected: IH 10 EB ON RP & ROTHWEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.73m (54.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: April 2020, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $8,000, Total Project Cost: $41,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050801206, Location: 0.75 MI W OF US 59 (Lat: 29.768333, Lng: -95.354286), Route carried "on" structure: Ramp State highway 10, Year Built: 1971, Status: Open, Structure Length: 16.73m (54.89ft), Average Daily Traffic: 13,690 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 19,160 (year 2033), Design Load: HS 20, Features Intersected: IH 10 EB ON RP & ROTHWEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.73m (54.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: April 2020, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $8,000, Total Project Cost: $41,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050801207, Location: 0.65 MI W OF US 59 (Lat: 29.769719, Lng: -95.352039), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 1,150 (year 2013), Average Future Daily Traffic: 1,300 (year 2033), Design Load: H 20, Features Intersected: IH 10, Facility Carried by Structure: MCKEE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.07m (19.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 121020050801207, Location: 0.65 MI W OF US 59 (Lat: 29.769719, Lng: -95.352039), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 1,150 (year 2013), Average Future Daily Traffic: 1,300 (year 2033), Design Load: H 20, Features Intersected: IH 10, Facility Carried by Structure: MCKEE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.07m (19.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050801208, Location: 0.60 MI W OF US 59 (Lat: 29.769739, Lng: -95.351225), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 2,430 (year 2013), Average Future Daily Traffic: 2,700 (year 2033), Design Load: H 20, Features Intersected: IH 10, Facility Carried by Structure: HARDY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.764, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.25m (23.79ft), 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: 121020050801208, Location: 0.60 MI W OF US 59 (Lat: 29.769739, Lng: -95.351225), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 2,430 (year 2013), Average Future Daily Traffic: 2,700 (year 2033), Design Load: H 20, Features Intersected: IH 10, Facility Carried by Structure: HARDY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.764, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.25m (23.79ft), 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
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Structure Number: 121020050801215, Location: 0.10 MI W OF US 59 (Lat: 29.768767, Lng: -95.344053), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 560 (year 2011), Average Future Daily Traffic: 600 (year 2031), Design Load: H 20, Features Intersected: IH 10 EXIT TO JENSEN, Facility Carried by Structure: NANCE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050801215, Location: 0.10 MI W OF US 59 (Lat: 29.768767, Lng: -95.344053), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 560 (year 2011), Average Future Daily Traffic: 600 (year 2031), Design Load: H 20, Features Intersected: IH 10 EXIT TO JENSEN, Facility Carried by Structure: NANCE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place