Bridge Statistics for Richmond, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 361ft / 110mTotal length
- $67,000Total costs
- 346,194Total average daily traffic
- 23,881Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Richmond
- No street view available for this location
- New bridges - historical statistics
- 21960-1969
- 21970-1979
- 21980-1989
- 51990-1999
- 32000-2009
- 92010-2019
- Bridge Condition - Deck
- 41.7%Very good
- 41.7%Good
- 16.7%Satisfactory
- Bridge Condition - Superstructure
- 50.0%Very good
- 33.3%Good
- 8.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Substructure
- 50.0%Very good
- 41.7%Good
- 8.3%Satisfactory
- Bridge Condition - Channel
- 70.6%Good
- 29.4%Satisfactory
- Bridge Condition - Culverts
- 85.7%Good
- 14.3%Satisfactory
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Structure Number: 120800002708092, Location: 0.60 MI NE OF FM 762 (Lat: 29.584508, Lng: -95.756778), Route carried "on" structure: Alternate US 90, Year Built: 1965, Status: Open, Structure Length: 28.71m (94.19ft), Average Daily Traffic: 17,960 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 25,140 (year 2033), Design Load: HS 20, Features Intersected: BRAZOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.223, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.71m (94.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: March 2018, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $13,000, Total Project Cost: $64,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 120800002708092, Location: 0.60 MI NE OF FM 762 (Lat: 29.584508, Lng: -95.756778), Route carried "on" structure: Alternate US 90, Year Built: 1965, Status: Open, Structure Length: 28.71m (94.19ft), Average Daily Traffic: 17,960 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 25,140 (year 2033), Design Load: HS 20, Features Intersected: BRAZOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.223, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.71m (94.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: March 2018, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $13,000, Total Project Cost: $64,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 120800002708271, Location: 0.10 MI SW OF FM 359 (Lat: 29.593508, Lng: -95.743200), Route carried "on" structure: Alternate US 90, Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 14,540 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 20,360 (year 2033), Design Load: HS 20, Features Intersected: GEORGE'S SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.166, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 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: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 120800002708271, Location: 0.10 MI SW OF FM 359 (Lat: 29.593508, Lng: -95.743200), Route carried "on" structure: Alternate US 90, Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 14,540 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 20,360 (year 2033), Design Load: HS 20, Features Intersected: GEORGE'S SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.166, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 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: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 120800002708436, Location: 0.60 MI NE OF FM 762 (Lat: 29.582425, Lng: -95.758442), Route carried "on" structure: Alternate US 90, Year Built: 1989, Status: Open, Structure Length: 33.13m (108.69ft), Average Daily Traffic: 17,960 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 25,140 (year 2033), Design Load: HS 20, Features Intersected: BRAZOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.256, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 71.9m (235.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 120800002708436, Location: 0.60 MI NE OF FM 762 (Lat: 29.582425, Lng: -95.758442), Route carried "on" structure: Alternate US 90, Year Built: 1989, Status: Open, Structure Length: 33.13m (108.69ft), Average Daily Traffic: 17,960 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 25,140 (year 2033), Design Load: HS 20, Features Intersected: BRAZOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.256, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 71.9m (235.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 120800002712141, Location: 1.60 MI NE OF FM 762 (Lat: 29.554775, Lng: -95.722094), Route carried "on" structure: US 59, Year Built: 1971, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 74,100 (year 2011), Truck Traffic: 13%, Average Future Daily Traffic: 109,850 (year 2031), Features Intersected: Middle Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.530, Lanes on structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 88.4m (290.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
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: September 2020
Structure Number: 120800002712141, Location: 1.60 MI NE OF FM 762 (Lat: 29.554775, Lng: -95.722094), Route carried "on" structure: US 59, Year Built: 1971, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 74,100 (year 2011), Truck Traffic: 13%, Average Future Daily Traffic: 109,850 (year 2031), Features Intersected: Middle Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.530, Lanes on structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 88.4m (290.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
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: September 2020
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Structure Number: 120800002712567, Location: 1.90 MI NE of FM 762 (Lat: 29.556164, Lng: -95.716847), Route carried "on" structure: Interstate 69, Year Built: 2018, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 73,300 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 107,400 (year 2031), Design Load: HL 93, Features Intersected: Williams Way Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.4m (103.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 31.4m (103.0ft), Out-to-Out Width: 31.8m (104.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: 120800002712567, Location: 1.90 MI NE of FM 762 (Lat: 29.556164, Lng: -95.716847), Route carried "on" structure: Interstate 69, Year Built: 2018, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 73,300 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 107,400 (year 2031), Design Load: HL 93, Features Intersected: Williams Way Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.4m (103.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 31.4m (103.0ft), Out-to-Out Width: 31.8m (104.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: 120800002712568, Location: 1.90 MI NE OF FM 762 (Lat: 29.555733, Lng: -95.717239), Route carried "on" structure: Interstate 69, Year Built: 2018, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 73,300 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 107,400 (year 2031), Design Load: HL 93, Features Intersected: Williams Way Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.8m (101.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 30.7m (100.7ft), Out-to-Out Width: 31.8m (104.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: 120800002712568, Location: 1.90 MI NE OF FM 762 (Lat: 29.555733, Lng: -95.717239), Route carried "on" structure: Interstate 69, Year Built: 2018, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 73,300 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 107,400 (year 2031), Design Load: HL 93, Features Intersected: Williams Way Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.8m (101.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 30.7m (100.7ft), Out-to-Out Width: 31.8m (104.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: 120800054302018, Location: 1.50 MI N OF US 90A (Lat: 29.616031, Lng: -95.743367), Route carried "on" structure: State highway 359, Year Built: 1978, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 21,091 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 25,800 (year 2033), Design Load: H 20, Features Intersected: Jones Creek Tributary
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.752, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
Structure Number: 120800054302018, Location: 1.50 MI N OF US 90A (Lat: 29.616031, Lng: -95.743367), Route carried "on" structure: State highway 359, Year Built: 1978, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 21,091 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 25,800 (year 2033), Design Load: H 20, Features Intersected: Jones Creek Tributary
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.752, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
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Structure Number: 120800054302031, Location: 3.50 MI E OF FM 723 (Lat: 29.626722, Lng: -95.755097), Route carried "on" structure: State highway 359, Year Built: 1994, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 10,445 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 6,350 (year 2033), Design Load: HS 20, Features Intersected: Jones Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.690, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 19.8m (65.0ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800054302031, Location: 3.50 MI E OF FM 723 (Lat: 29.626722, Lng: -95.755097), Route carried "on" structure: State highway 359, Year Built: 1994, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 10,445 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 6,350 (year 2033), Design Load: HS 20, Features Intersected: Jones Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.690, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 19.8m (65.0ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800AA0295001, Location: 0.20 MI S OF US 90A (Lat: 29.589206, Lng: -95.743689), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,500 (year 2010), Average Future Daily Traffic: 1,650 (year 2030), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: EDGEWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 120800AA0295001, Location: 0.20 MI S OF US 90A (Lat: 29.589206, Lng: -95.743689), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,500 (year 2010), Average Future Daily Traffic: 1,650 (year 2030), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: EDGEWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 120800AA0313001, Location: 0.15 MI N OF FM 359 (Lat: 29.629231, Lng: -95.758689), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 772 (year 2016), Average Future Daily Traffic: 150 (year 2035), Design Load: HS 20, Features Intersected: JONES CREEK, Facility Carried by Structure: PRECINCT LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800AA0313001, Location: 0.15 MI N OF FM 359 (Lat: 29.629231, Lng: -95.758689), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 772 (year 2016), Average Future Daily Traffic: 150 (year 2035), Design Load: HS 20, Features Intersected: JONES CREEK, Facility Carried by Structure: PRECINCT LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120800AA0368001, Location: 0.10 MI SW OF RIVER FORST (Lat: 29.610622, Lng: -95.791583), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 30 (year 2011), Average Future Daily Traffic: 30 (year 2031), Design Load: HS 20, Features Intersected: BRAZOS RIVER TRIBUTARY, Facility Carried by Structure: FOREST VIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA0368001, Location: 0.10 MI SW OF RIVER FORST (Lat: 29.610622, Lng: -95.791583), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 30 (year 2011), Average Future Daily Traffic: 30 (year 2031), Design Load: HS 20, Features Intersected: BRAZOS RIVER TRIBUTARY, Facility Carried by Structure: FOREST VIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800AA7262222, Location: 0.07 Mi E of Williams Way (Lat: 29.551636, Lng: -95.717867), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Sansbury Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 120800AA7262222, Location: 0.07 Mi E of Williams Way (Lat: 29.551636, Lng: -95.717867), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Sansbury Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 120800AA7262223, Location: 0.27 Mi E of Williams Way (Lat: 29.551781, Lng: -95.714653), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Sansbury Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 120800AA7262223, Location: 0.27 Mi E of Williams Way (Lat: 29.551781, Lng: -95.714653), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Sansbury Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 120800AA7267221, Location: 0.5 Mi NE of Williams Way (Lat: 29.567708, Lng: -95.712161), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Ransom Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 120800AA7267221, Location: 0.5 Mi NE of Williams Way (Lat: 29.567708, Lng: -95.712161), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Ransom Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 120800AA7483299, Location: 0.10 Mi SW of Preston St (Lat: 29.581508, Lng: -95.778069), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 1,500 (year 2040), Features Intersected: Irrigation Canal, Facility Carried by Structure: Riverwood Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.153, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA7483299, Location: 0.10 Mi SW of Preston St (Lat: 29.581508, Lng: -95.778069), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 1,500 (year 2040), Features Intersected: Irrigation Canal, Facility Carried by Structure: Riverwood Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.153, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800AA9679235, Location: 0.50 Mi N of IH 69 (Lat: 29.562764, Lng: -95.716222), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,000 (year 2020), Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Williams way Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 120800AA9679235, Location: 0.50 Mi N of IH 69 (Lat: 29.562764, Lng: -95.716222), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,000 (year 2020), Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Williams way Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 120800D00310001, Location: 0.50 MI NE OF FM 762 (Lat: 29.568064, Lng: -95.754211), Route carried "on" structure: City street , Year Built: 1997, Year Reconstructed: 2014, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,700 (year 2013), Average Future Daily Traffic: 3,000 (year 2033), Features Intersected: RABBS BAYOU, Facility Carried by Structure: GOLFVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 3, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800D00310001, Location: 0.50 MI NE OF FM 762 (Lat: 29.568064, Lng: -95.754211), Route carried "on" structure: City street , Year Built: 1997, Year Reconstructed: 2014, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,700 (year 2013), Average Future Daily Traffic: 3,000 (year 2033), Features Intersected: RABBS BAYOU, Facility Carried by Structure: GOLFVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 3, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800D00340005, Location: 0.60 MI NE OF FM 762 (Lat: 29.575592, Lng: -95.755408), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 896 (year 2015), Average Future Daily Traffic: 1,228 (year 2035), Design Load: HL 93, Features Intersected: RABBS BAYOU, Facility Carried by Structure: HILLCREST DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9656.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800D00340005, Location: 0.60 MI NE OF FM 762 (Lat: 29.575592, Lng: -95.755408), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 896 (year 2015), Average Future Daily Traffic: 1,228 (year 2035), Design Load: HL 93, Features Intersected: RABBS BAYOU, Facility Carried by Structure: HILLCREST DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9656.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800D00686001, Location: DEL WEBB-RICHMOND SUB. (Lat: 29.558669, Lng: -95.739622), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 400 (year 2013), Average Future Daily Traffic: 600 (year 2033), Design Load: HL 93, Features Intersected: DEL WEBB WET POND, Facility Carried by Structure: SWEETGRASS CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800D00686001, Location: DEL WEBB-RICHMOND SUB. (Lat: 29.558669, Lng: -95.739622), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 400 (year 2013), Average Future Daily Traffic: 600 (year 2033), Design Load: HL 93, Features Intersected: DEL WEBB WET POND, Facility Carried by Structure: SWEETGRASS CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800002708092, Location: 0.60 MI NE OF FM 762 (Lat: 29.584508, Lng: -95.756778), Route carried "under" structure: ServiceCity street , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 100 (year 2015), Truck Traffic: 1%, Features Intersected: BRAZOS RIVER, Facility Carried by Structure: US 90A WB
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 30.223, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.9m (180.1ft)
Structure Number: 120800002708092, Location: 0.60 MI NE OF FM 762 (Lat: 29.584508, Lng: -95.756778), Route carried "under" structure: ServiceCity street , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 100 (year 2015), Truck Traffic: 1%, Features Intersected: BRAZOS RIVER, Facility Carried by Structure: US 90A WB
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 30.223, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.9m (180.1ft)
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Structure Number: 120800002708436, Location: 0.60 MI NE OF FM 762 (Lat: 29.582425, Lng: -95.758442), Route carried "under" structure: ServiceCity street , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 100 (year 2015), Truck Traffic: 1%, Features Intersected: BRAZOS RIVER, Facility Carried by Structure: US 90A EB
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 30.256, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 71.9m (235.9ft)
Structure Number: 120800002708436, Location: 0.60 MI NE OF FM 762 (Lat: 29.582425, Lng: -95.758442), Route carried "under" structure: ServiceCity street , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 100 (year 2015), Truck Traffic: 1%, Features Intersected: BRAZOS RIVER, Facility Carried by Structure: US 90A EB
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 30.256, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 71.9m (235.9ft)
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Structure Number: 120800002712567, Location: 1.90 MI NE of FM 762 (Lat: 29.556164, Lng: -95.716847), Route carried "under" structure: City street , Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 2%, Features Intersected: Williams Way Blvd, Facility Carried by Structure: IH 69 SB ML
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 120800002712567, Location: 1.90 MI NE of FM 762 (Lat: 29.556164, Lng: -95.716847), Route carried "under" structure: City street , Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 2%, Features Intersected: Williams Way Blvd, Facility Carried by Structure: IH 69 SB ML
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 120800002712568, Location: 1.90 MI NE OF FM 762 (Lat: 29.555733, Lng: -95.717239), Route carried "under" structure: City street , Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 2%, Features Intersected: Williams Way Blvd, Facility Carried by Structure: IH 69 NB ML
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 120800002712568, Location: 1.90 MI NE OF FM 762 (Lat: 29.555733, Lng: -95.717239), Route carried "under" structure: City street , Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 2%, Features Intersected: Williams Way Blvd, Facility Carried by Structure: IH 69 NB ML
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)