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: 121020072003202, Location: 0.74 MI NW OF FM 1960 (Lat: 29.967428, Lng: -95.556567), Route carried "on" structure: State highway 249, Year Built: 1997, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 64,272 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 76,720 (year 2033), Design Load: HS 20, Features Intersected: GRANT/SCHROEDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.361, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 25.8m (84.6ft)
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: Better than 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 Precast Panels
Structure Number: 121020072003202, Location: 0.74 MI NW OF FM 1960 (Lat: 29.967428, Lng: -95.556567), Route carried "on" structure: State highway 249, Year Built: 1997, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 64,272 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 76,720 (year 2033), Design Load: HS 20, Features Intersected: GRANT/SCHROEDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.361, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 25.8m (84.6ft)
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: Better than 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 Precast Panels
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Structure Number: 121020072003203, Location: 1.40 MI NW OF BWY 8 (Lat: 29.950842, Lng: -95.535194), Route carried "on" structure: ServiceState highway 249, Year Built: 1995, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 11,200 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 15,680 (year 2033), Design Load: HS 20, Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.195, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020072003203, Location: 1.40 MI NW OF BWY 8 (Lat: 29.950842, Lng: -95.535194), Route carried "on" structure: ServiceState highway 249, Year Built: 1995, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 11,200 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 15,680 (year 2033), Design Load: HS 20, Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.195, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020072003204, Location: 1.40 MI NW OF BWY 8 (Lat: 29.950542, Lng: -95.533072), Route carried "on" structure: ServiceState highway 249, Year Built: 1995, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 13,600 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 19,050 (year 2033), Design Load: HS 20, Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.300, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020072003204, Location: 1.40 MI NW OF BWY 8 (Lat: 29.950542, Lng: -95.533072), Route carried "on" structure: ServiceState highway 249, Year Built: 1995, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 13,600 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 19,050 (year 2033), Design Load: HS 20, Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.300, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020072003205, Location: 1.40 MI NW OF BWY 8 (Lat: 29.950856, Lng: -95.534947), Route carried "on" structure: Ramp State highway 249, Year Built: 1995, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 1,120 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1,560 (year 2033), Design Load: HS 20, Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.212, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020072003205, Location: 1.40 MI NW OF BWY 8 (Lat: 29.950856, Lng: -95.534947), Route carried "on" structure: Ramp State highway 249, Year Built: 1995, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 1,120 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1,560 (year 2033), Design Load: HS 20, Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.212, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020072003206, Location: 1.40 MI NW OF BWY 8 (Lat: 29.950542, Lng: -95.533489), Route carried "on" structure: Ramp State highway 249, Year Built: 1995, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 1,360 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1,900 (year 2033), Design Load: HS 20, Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.279, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020072003206, Location: 1.40 MI NW OF BWY 8 (Lat: 29.950542, Lng: -95.533489), Route carried "on" structure: Ramp State highway 249, Year Built: 1995, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 1,360 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1,900 (year 2033), Design Load: HS 20, Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.279, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020072003207, Location: 0.67 MI SE FM 1960 (Lat: 29.957350, Lng: -95.543983), Route carried "on" structure: Ramp State highway 249, Year Built: 1997, Status: Open, Structure Length: 65.35m (214.40ft), Average Daily Traffic: 12,210 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 17,090 (year 2033), Design Load: HS 20, Features Intersected: GESSNER&SH249 SB OFFRAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.751, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020072003207, Location: 0.67 MI SE FM 1960 (Lat: 29.957350, Lng: -95.543983), Route carried "on" structure: Ramp State highway 249, Year Built: 1997, Status: Open, Structure Length: 65.35m (214.40ft), Average Daily Traffic: 12,210 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 17,090 (year 2033), Design Load: HS 20, Features Intersected: GESSNER&SH249 SB OFFRAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.751, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020072003208, Location: 0.64 MI SE FM 1960 (Lat: 29.954275, Lng: -95.538875), Route carried "on" structure: Ramp State highway 249, Year Built: 1997, Status: Open, Structure Length: 55.14m (180.91ft), Average Daily Traffic: 1,360 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1,900 (year 2033), Design Load: HS 20, Features Intersected: GESSNER & SH249 NB ON RP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.613, Lanes on structure: 1, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020072003208, Location: 0.64 MI SE FM 1960 (Lat: 29.954275, Lng: -95.538875), Route carried "on" structure: Ramp State highway 249, Year Built: 1997, Status: Open, Structure Length: 55.14m (180.91ft), Average Daily Traffic: 1,360 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1,900 (year 2033), Design Load: HS 20, Features Intersected: GESSNER & SH249 NB ON RP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.613, Lanes on structure: 1, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020072003209, Location: 0.15 MI NW OF FM 1960 (Lat: 29.964394, Lng: -95.552811), Route carried "on" structure: Ramp State highway 249, Year Built: 1997, Status: Open, Structure Length: 43.89m (144.00ft), Average Daily Traffic: 12,210 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 17,090 (year 2033), Design Load: HS 20, Features Intersected: SH 249 SB EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.304, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, 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 desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020072003209, Location: 0.15 MI NW OF FM 1960 (Lat: 29.964394, Lng: -95.552811), Route carried "on" structure: Ramp State highway 249, Year Built: 1997, Status: Open, Structure Length: 43.89m (144.00ft), Average Daily Traffic: 12,210 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 17,090 (year 2033), Design Load: HS 20, Features Intersected: SH 249 SB EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.304, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, 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 desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 12102007200321, Location: 0.15 MI NW OF FM 1960 (Lat: 29.963244, Lng: -95.549894), Route carried "on" structure: Ramp State highway 249, Year Built: 1997, Status: Open, Structure Length: 36.58m (120.01ft), Average Daily Traffic: 12,210 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 17,090 (year 2033), Design Load: HS 20, Features Intersected: SH 249 NB ENTRANCE RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.339, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 12102007200321, Location: 0.15 MI NW OF FM 1960 (Lat: 29.963244, Lng: -95.549894), Route carried "on" structure: Ramp State highway 249, Year Built: 1997, Status: Open, Structure Length: 36.58m (120.01ft), Average Daily Traffic: 12,210 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 17,090 (year 2033), Design Load: HS 20, Features Intersected: SH 249 NB ENTRANCE RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.339, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020072003215, Location: 0.25 MI E OF FAIRBANKS (Lat: 29.936689, Lng: -95.519072), Route carried "on" structure: Other road 8, Year Built: 1990, Status: Open, Structure Length: 108.97m (357.51ft), Average Daily Traffic: 60,400 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 64,500 (year 2035), Design Load: HS 20, Features Intersected: BN & CRI&P RR & SH 249
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 85.054, Lanes on structure: 3, Lanes under structure: 13, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 31, Length of Maximum Span: 67.7m (222.1ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020072003215, Location: 0.25 MI E OF FAIRBANKS (Lat: 29.936689, Lng: -95.519072), Route carried "on" structure: Other road 8, Year Built: 1990, Status: Open, Structure Length: 108.97m (357.51ft), Average Daily Traffic: 60,400 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 64,500 (year 2035), Design Load: HS 20, Features Intersected: BN & CRI&P RR & SH 249
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 85.054, Lanes on structure: 3, Lanes under structure: 13, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 31, Length of Maximum Span: 67.7m (222.1ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020072003216, Location: 0.25 MI E OF FAIRBANKS (Lat: 29.936878, Lng: -95.519086), Route carried "on" structure: Other road 8, Year Built: 1989, Status: Open, Structure Length: 108.97m (357.51ft), Average Daily Traffic: 60,400 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 64,500 (year 2035), Design Load: HS 20, Features Intersected: BN & CRI&P RR & SH 249
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 85.054, Lanes on structure: 3, Lanes under structure: 13, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 30, Length of Maximum Span: 67.7m (222.1ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020072003216, Location: 0.25 MI E OF FAIRBANKS (Lat: 29.936878, Lng: -95.519086), Route carried "on" structure: Other road 8, Year Built: 1989, Status: Open, Structure Length: 108.97m (357.51ft), Average Daily Traffic: 60,400 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 64,500 (year 2035), Design Load: HS 20, Features Intersected: BN & CRI&P RR & SH 249
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 85.054, Lanes on structure: 3, Lanes under structure: 13, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 30, Length of Maximum Span: 67.7m (222.1ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020072003217, Location: 1.00 MI W OF BAMMEL N HO (Lat: 29.937700, Lng: -95.517439), Route carried "on" structure: State highway 249, Year Built: 1989, Status: Open, Structure Length: 25.45m (83.50ft), Average Daily Traffic: 6,588 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 29,720 (year 2031), Features Intersected: BELTWAY 8 FR
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 25.535, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020072003217, Location: 1.00 MI W OF BAMMEL N HO (Lat: 29.937700, Lng: -95.517439), Route carried "on" structure: State highway 249, Year Built: 1989, Status: Open, Structure Length: 25.45m (83.50ft), Average Daily Traffic: 6,588 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 29,720 (year 2031), Features Intersected: BELTWAY 8 FR
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 25.535, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020072003218, Location: 1.00 MI W OF BAMEL N HOU (Lat: 29.936247, Lng: -95.515017), Route carried "on" structure: State highway 249, Year Built: 1989, Status: Open, Structure Length: 25.45m (83.50ft), Average Daily Traffic: 21,874 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 29,720 (year 2031), Features Intersected: BELTWAY 8 FR
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 25.535, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020072003218, Location: 1.00 MI W OF BAMEL N HOU (Lat: 29.936247, Lng: -95.515017), Route carried "on" structure: State highway 249, Year Built: 1989, Status: Open, Structure Length: 25.45m (83.50ft), Average Daily Traffic: 21,874 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 29,720 (year 2031), Features Intersected: BELTWAY 8 FR
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 25.535, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020072003394, Location: 3.60 MI NW OF FM 1960 (Lat: 30.001250, Lng: -95.582681), Route carried "on" structure: State highway 249, Year Built: 1997, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 30,303 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 50,000 (year 2036), Design Load: HS 20, Features Intersected: JONES/LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.201, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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 Precast Panels
Structure Number: 121020072003394, Location: 3.60 MI NW OF FM 1960 (Lat: 30.001250, Lng: -95.582681), Route carried "on" structure: State highway 249, Year Built: 1997, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 30,303 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 50,000 (year 2036), Design Load: HS 20, Features Intersected: JONES/LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.201, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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 Precast Panels
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Structure Number: 121020072003395, Location: SH 249/BW 8 INTERCHANGE (Lat: 29.945919, Lng: -95.528231), Route carried "on" structure: Ramp State highway 249, Year Built: 2016, Status: Open, Structure Length: 150.78m (494.69ft), Average Daily Traffic: 66,700 (year 2015), Average Future Daily Traffic: 70,800 (year 2035), Design Load: HL 93, Features Intersected: BW 8 WB FR & Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.369, Lanes on structure: 1, Lanes under structure: 7, Owner: Local Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 44, Length of Maximum Span: 76.5m (251.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020072003395, Location: SH 249/BW 8 INTERCHANGE (Lat: 29.945919, Lng: -95.528231), Route carried "on" structure: Ramp State highway 249, Year Built: 2016, Status: Open, Structure Length: 150.78m (494.69ft), Average Daily Traffic: 66,700 (year 2015), Average Future Daily Traffic: 70,800 (year 2035), Design Load: HL 93, Features Intersected: BW 8 WB FR & Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.369, Lanes on structure: 1, Lanes under structure: 7, Owner: Local Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 44, Length of Maximum Span: 76.5m (251.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020097601039, Location: 2.2 MI S OF JCT IH 610 (Lat: 29.648594, Lng: -95.356222), Route carried "on" structure: State highway 865, Year Built: 1997, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 23,466 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 28,990 (year 2033), Features Intersected: SIMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.317, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.33m (30.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $9,000, Total Project Cost: $44,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020097601039, Location: 2.2 MI S OF JCT IH 610 (Lat: 29.648594, Lng: -95.356222), Route carried "on" structure: State highway 865, Year Built: 1997, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 23,466 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 28,990 (year 2033), Features Intersected: SIMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.317, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.33m (30.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $9,000, Total Project Cost: $44,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020097601339, Location: 2.00 MI E OF SH 288 (Lat: 29.599097, Lng: -95.352875), Route carried "on" structure: Other road 8, Year Built: 1997, Year Reconstructed: 2018, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 14,985 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 45,000 (year 2033), Design Load: HS 20, Features Intersected: FM 865
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.270, Lanes on structure: 8, Lanes under structure: 8, Toll: Toll bridge, Owner: Local Toll Authority, Approaching Roadway Width: 42.1m (138.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 41.9m (137.5ft), Out-to-Out Width: 43.5m (142.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020097601339, Location: 2.00 MI E OF SH 288 (Lat: 29.599097, Lng: -95.352875), Route carried "on" structure: Other road 8, Year Built: 1997, Year Reconstructed: 2018, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 14,985 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 45,000 (year 2033), Design Load: HS 20, Features Intersected: FM 865
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.270, Lanes on structure: 8, Lanes under structure: 8, Toll: Toll bridge, Owner: Local Toll Authority, Approaching Roadway Width: 42.1m (138.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 41.9m (137.5ft), Out-to-Out Width: 43.5m (142.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020100501003, Location: 1 MI E OF IH 45 (Lat: 29.931897, Lng: -95.394922), Route carried "on" structure: State highway 525, Year Built: 1970, Year Reconstructed: 1991, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 26,327 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 42,100 (year 2033), Features Intersected: HCFCD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020100501003, Location: 1 MI E OF IH 45 (Lat: 29.931897, Lng: -95.394922), Route carried "on" structure: State highway 525, Year Built: 1970, Year Reconstructed: 1991, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 26,327 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 42,100 (year 2033), Features Intersected: HCFCD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 121020100501004, Location: 0.85 MI E OF JFK BLVD (Lat: 29.930333, Lng: -95.317414), Route carried "on" structure: State highway 525, Year Built: 1992, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 16,491 (year 2020), Average Future Daily Traffic: 28,250 (year 2031), Features Intersected: HCFCD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.197, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 121020100501004, Location: 0.85 MI E OF JFK BLVD (Lat: 29.930333, Lng: -95.317414), Route carried "on" structure: State highway 525, Year Built: 1992, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 16,491 (year 2020), Average Future Daily Traffic: 28,250 (year 2031), Features Intersected: HCFCD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.197, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 121020100501005, Location: 3.5 MI E OF IH 45 (Lat: 29.930417, Lng: -95.347072), Route carried "on" structure: State highway 525, Year Built: 1992, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 16,491 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 24,500 (year 2033), Design Load: HS 20, Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.339, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 28.8m (94.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $9,000, Total Project Cost: $43,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020100501005, Location: 3.5 MI E OF IH 45 (Lat: 29.930417, Lng: -95.347072), Route carried "on" structure: State highway 525, Year Built: 1992, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 16,491 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 24,500 (year 2033), Design Load: HS 20, Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.339, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 28.8m (94.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $9,000, Total Project Cost: $43,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020100501026, Location: 2 MI N OF ALDINE MAIL RT (Lat: 29.932850, Lng: -95.379792), Route carried "on" structure: State highway 525, Year Built: 1987, Status: Open, Structure Length: 30.72m (100.79ft), Average Daily Traffic: 21,840 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 35,720 (year 2033), Design Load: HS 20, Features Intersected: HARDY TOLL RD & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.935, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 2, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 29.4m (96.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020100501026, Location: 2 MI N OF ALDINE MAIL RT (Lat: 29.932850, Lng: -95.379792), Route carried "on" structure: State highway 525, Year Built: 1987, Status: Open, Structure Length: 30.72m (100.79ft), Average Daily Traffic: 21,840 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 35,720 (year 2033), Design Load: HS 20, Features Intersected: HARDY TOLL RD & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.935, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 2, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 29.4m (96.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020100601004, Location: 2.80 MI W OF FRY RD (Lat: 29.875136, Lng: -95.769850), Route carried "on" structure: State highway 529, Year Built: 1968, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 6,044 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,240 (year 2033), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.406, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020100601004, Location: 2.80 MI W OF FRY RD (Lat: 29.875136, Lng: -95.769850), Route carried "on" structure: State highway 529, Year Built: 1968, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 6,044 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,240 (year 2033), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.406, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020100601005, Location: 2.50 MI E OF WALLER C/L (Lat: 29.874822, Lng: -95.815764), Route carried "on" structure: State highway 529, Year Built: 1968, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,450 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5,550 (year 2033), Design Load: HS 20, Features Intersected: SOUTH MAYDE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.964, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020100601005, Location: 2.50 MI E OF WALLER C/L (Lat: 29.874822, Lng: -95.815764), Route carried "on" structure: State highway 529, Year Built: 1968, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,450 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5,550 (year 2033), Design Load: HS 20, Features Intersected: SOUTH MAYDE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.964, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020100601007, Location: 1.20 MI E OF SH 6 (Lat: 29.879356, Lng: -95.625631), Route carried "on" structure: State highway 529, Year Built: 1975, Year Reconstructed: 2000, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 27,840 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 38,980 (year 2033), Design Load: HS 20, Features Intersected: HORSEPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.502, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 32.1m (105.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020100601007, Location: 1.20 MI E OF SH 6 (Lat: 29.879356, Lng: -95.625631), Route carried "on" structure: State highway 529, Year Built: 1975, Year Reconstructed: 2000, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 27,840 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 38,980 (year 2033), Design Load: HS 20, Features Intersected: HORSEPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.502, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 32.1m (105.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102010060101, Location: 1.4 MI W OF SH 6 (Lat: 29.879011, Lng: -95.668067), Route carried "on" structure: State highway 529, Year Built: 2001, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 40,970 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 38,000 (year 2032), Design Load: HS 20, Features Intersected: HCFCD DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.356, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
Structure Number: 12102010060101, Location: 1.4 MI W OF SH 6 (Lat: 29.879011, Lng: -95.668067), Route carried "on" structure: State highway 529, Year Built: 2001, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 40,970 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 38,000 (year 2032), Design Load: HS 20, Features Intersected: HCFCD DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.356, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
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Structure Number: 121020100601011, Location: 2.50 MI W OF SH 6 (Lat: 29.880033, Lng: -95.686431), Route carried "on" structure: State highway 529, Year Built: 2005, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 32,042 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 62,690 (year 2032), Design Load: HS 20, Features Intersected: LANGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.573, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020100601011, Location: 2.50 MI W OF SH 6 (Lat: 29.880033, Lng: -95.686431), Route carried "on" structure: State highway 529, Year Built: 2005, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 32,042 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 62,690 (year 2032), Design Load: HS 20, Features Intersected: LANGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.573, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020100601153, Location: 0.5 MI E OF FRY RD (Lat: 29.879689, Lng: -95.715278), Route carried "on" structure: State highway 529, Year Built: 2012, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 12,546 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 32,780 (year 2033), Design Load: HL 93, Features Intersected: DINNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.815, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020100601153, Location: 0.5 MI E OF FRY RD (Lat: 29.879689, Lng: -95.715278), Route carried "on" structure: State highway 529, Year Built: 2012, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 12,546 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 32,780 (year 2033), Design Load: HL 93, Features Intersected: DINNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.815, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020100601154, Location: 1.3 MI W OF FRY RD (Lat: 29.877675, Lng: -95.745414), Route carried "on" structure: State highway 529, Year Built: 2009, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 12,546 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 7,400 (year 2031), Features Intersected: HCFCD DITCH (U102-28-00)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
Structure Number: 121020100601154, Location: 1.3 MI W OF FRY RD (Lat: 29.877675, Lng: -95.745414), Route carried "on" structure: State highway 529, Year Built: 2009, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 12,546 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 7,400 (year 2031), Features Intersected: HCFCD DITCH (U102-28-00)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
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Structure Number: 121020106202013, Location: 3.20 MI N OF FM 1960 (Lat: 30.066650, Lng: -95.097469), Route carried "on" structure: State highway 2100, Year Built: 1987, Status: Open, Structure Length: 29.26m (96.00ft), Average Daily Traffic: 11,226 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,540 (year 2033), Design Load: HS 20, Features Intersected: LUCE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.014, Lanes on structure: 2, 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: 12, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020106202013, Location: 3.20 MI N OF FM 1960 (Lat: 30.066650, Lng: -95.097469), Route carried "on" structure: State highway 2100, Year Built: 1987, Status: Open, Structure Length: 29.26m (96.00ft), Average Daily Traffic: 11,226 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,540 (year 2033), Design Load: HS 20, Features Intersected: LUCE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.014, Lanes on structure: 2, 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: 12, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020106202014, Location: 4.00 MI N OF FM 1960 (Lat: 30.073394, Lng: -95.108528), Route carried "on" structure: State highway 2100, Year Built: 1987, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 11,226 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,540 (year 2033), Design Load: H 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.870, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 31.7m (104.0ft)
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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
Structure Number: 121020106202014, Location: 4.00 MI N OF FM 1960 (Lat: 30.073394, Lng: -95.108528), Route carried "on" structure: State highway 2100, Year Built: 1987, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 11,226 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,540 (year 2033), Design Load: H 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.870, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 31.7m (104.0ft)
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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
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Structure Number: 121020106204007, Location: 0.9 MI N OF FOLEY RD (Lat: 29.960964, Lng: -95.084403), Route carried "on" structure: State highway 2100, Year Built: 1957, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 17,462 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 22,360 (year 2033), Design Load: H 20, Features Intersected: GUM GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.993, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020106204007, Location: 0.9 MI N OF FOLEY RD (Lat: 29.960964, Lng: -95.084403), Route carried "on" structure: State highway 2100, Year Built: 1957, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 17,462 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 22,360 (year 2033), Design Load: H 20, Features Intersected: GUM GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.993, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020125804002, Location: 1.9 MI E OF BELTWAY 8 (Lat: 29.737306, Lng: -95.525469), Route carried "on" structure: State highway 1093, Year Built: 1931, Year Reconstructed: 1972, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 55,850 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 78,190 (year 2033), Features Intersected: Piney Point Gulley
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.581, Lanes on structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.3m (4.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 121020125804002, Location: 1.9 MI E OF BELTWAY 8 (Lat: 29.737306, Lng: -95.525469), Route carried "on" structure: State highway 1093, Year Built: 1931, Year Reconstructed: 1972, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 55,850 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 78,190 (year 2033), Features Intersected: Piney Point Gulley
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.581, Lanes on structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.3m (4.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 121020125804011, Location: 2.30 MI W OF IH 610 W (Lat: 29.737686, Lng: -95.495772), Route carried "on" structure: State highway 1093, Year Built: 1964, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 50,321 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 76,220 (year 2033), Features Intersected: BERING DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.434, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 121020125804011, Location: 2.30 MI W OF IH 610 W (Lat: 29.737686, Lng: -95.495772), Route carried "on" structure: State highway 1093, Year Built: 1964, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 50,321 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 76,220 (year 2033), Features Intersected: BERING DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.434, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 121020125804014, Location: 0.5 MI E OF SH 6 (Lat: 29.735756, Lng: -95.635583), Route carried "on" structure: State highway 1093, Year Built: 1975, Year Reconstructed: 1987, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 32,232 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 58,250 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.943, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 27.5m (90.2ft), Out-to-Out Width: 48.3m (158.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020125804014, Location: 0.5 MI E OF SH 6 (Lat: 29.735756, Lng: -95.635583), Route carried "on" structure: State highway 1093, Year Built: 1975, Year Reconstructed: 1987, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 32,232 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 58,250 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.943, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 27.5m (90.2ft), Out-to-Out Width: 48.3m (158.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 121020125804123, Location: 1.4 Mi N of Westpark Toll (Lat: 29.736589, Lng: -95.557433), Route carried "on" structure: Other road 8, Year Built: 1987, Year Reconstructed: 2004, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 15,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 84,000 (year 2032), Design Load: HS 20, Features Intersected: Westheimer Pkwy(FM 1093)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.736, Lanes on structure: 4, Lanes under structure: 12, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020125804123, Location: 1.4 Mi N of Westpark Toll (Lat: 29.736589, Lng: -95.557433), Route carried "on" structure: Other road 8, Year Built: 1987, Year Reconstructed: 2004, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 15,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 84,000 (year 2032), Design Load: HS 20, Features Intersected: Westheimer Pkwy(FM 1093)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.736, Lanes on structure: 4, Lanes under structure: 12, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020125804124, Location: 1.4 Mi N of Westpark Toll (Lat: 29.737356, Lng: -95.557828), Route carried "on" structure: Other road 8, Year Built: 1987, Year Reconstructed: 2004, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 15,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 84,000 (year 2032), Design Load: HS 20, Features Intersected: Westheimer Pkwy(FM 1093)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.736, Lanes on structure: 4, Lanes under structure: 12, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020125804124, Location: 1.4 Mi N of Westpark Toll (Lat: 29.737356, Lng: -95.557828), Route carried "on" structure: Other road 8, Year Built: 1987, Year Reconstructed: 2004, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 15,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 84,000 (year 2032), Design Load: HS 20, Features Intersected: Westheimer Pkwy(FM 1093)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.736, Lanes on structure: 4, Lanes under structure: 12, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020168501026, Location: 1.20 MI NE OF US 290 (Lat: 29.925169, Lng: -95.597742), Route carried "on" structure: State highway 1960, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 49,229 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 55,180 (year 2033), Design Load: H 20, Features Intersected: WHITE OAK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.986, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 29.8m (97.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020168501026, Location: 1.20 MI NE OF US 290 (Lat: 29.925169, Lng: -95.597742), Route carried "on" structure: State highway 1960, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 49,229 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 55,180 (year 2033), Design Load: H 20, Features Intersected: WHITE OAK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.986, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 29.8m (97.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020168501027, Location: 1.60 MI NE OF US 290 (Lat: 29.927786, Lng: -95.593364), Route carried "on" structure: State highway 1960, Year Built: 1981, Year Reconstructed: 1990, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 49,229 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 55,180 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.537, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 29.8m (97.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $17,000, Total Project Cost: $85,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020168501027, Location: 1.60 MI NE OF US 290 (Lat: 29.927786, Lng: -95.593364), Route carried "on" structure: State highway 1960, Year Built: 1981, Year Reconstructed: 1990, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 49,229 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 55,180 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.537, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 29.8m (97.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $17,000, Total Project Cost: $85,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020168501028, Location: 1.50 MI SW OF SH 249 (Lat: 29.945464, Lng: -95.565017), Route carried "on" structure: State highway 1960, Year Built: 1981, Year Reconstructed: 1990, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 48,459 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 57,810 (year 2033), Design Load: HS 20, Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.894, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 29.8m (97.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020168501028, Location: 1.50 MI SW OF SH 249 (Lat: 29.945464, Lng: -95.565017), Route carried "on" structure: State highway 1960, Year Built: 1981, Year Reconstructed: 1990, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 48,459 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 57,810 (year 2033), Design Load: HS 20, Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.894, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 29.8m (97.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020168501033, Location: 0.70 MI NE OF SH 249 (Lat: 29.955186, Lng: -95.554025), Route carried "on" structure: State highway 1960, Year Built: 1982, Year Reconstructed: 1995, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 48,459 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 46,950 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.320, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020
Structure Number: 121020168501033, Location: 0.70 MI NE OF SH 249 (Lat: 29.955186, Lng: -95.554025), Route carried "on" structure: State highway 1960, Year Built: 1982, Year Reconstructed: 1995, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 48,459 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 46,950 (year 2033), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.320, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020
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Structure Number: 121020168501448, Location: 2.30 MI SW OF IH 45 (Lat: 30.007142, Lng: -95.463764), Route carried "on" structure: State highway 1960, Year Built: 2008, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 40,000 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 65,000 (year 2036), Design Load: HS 20, Features Intersected: KUYKENDAHL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.279, Lanes on structure: 8, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 39.6m (129.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 48.5m (159.1ft), Out-to-Out Width: 70.9m (232.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 121020168501448, Location: 2.30 MI SW OF IH 45 (Lat: 30.007142, Lng: -95.463764), Route carried "on" structure: State highway 1960, Year Built: 2008, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 40,000 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 65,000 (year 2036), Design Load: HS 20, Features Intersected: KUYKENDAHL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.279, Lanes on structure: 8, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 39.6m (129.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 48.5m (159.1ft), Out-to-Out Width: 70.9m (232.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place