Bridge Statistics for Cinco Ranch, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 348ft / 106mTotal length
- $15,103,000Total costs
- 326,380Total average daily traffic
- 11,114Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Cinco Ranch
- No street view available for this location
- New bridges - historical statistics
- 41980-1989
- 151990-1999
- 72000-2009
- Bridge Condition - Deck
- 5.6%Very good
- 77.8%Good
- 16.7%Satisfactory
- Bridge Condition - Superstructure
- 22.2%Very good
- 66.7%Good
- 11.1%Satisfactory
- Bridge Condition - Substructure
- 5.6%Very good
- 72.2%Good
- 16.7%Satisfactory
- 5.6%Fair
- Bridge Condition - Channel
- 5.0%Very good
- 60.0%Good
- 20.0%Satisfactory
- 15.0%Fair
- Bridge Condition - Culverts
- 60.0%Good
- 40.0%Satisfactory
Find on map >> Show street view
Structure Number: 120800351004012, Location: 3.00 MI N OF FM 1093 (Lat: 29.744214, Lng: -95.772842), Route carried "on" structure: State highway 99, Year Built: 1994, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 57,757 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 30,040 (year 2033), Design Load: HS 20, Features Intersected: Cinco Ranch Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.731, Lanes on structure: 2, Lanes under structure: 8, 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: 3, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
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: 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 120800351004012, Location: 3.00 MI N OF FM 1093 (Lat: 29.744214, Lng: -95.772842), Route carried "on" structure: State highway 99, Year Built: 1994, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 57,757 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 30,040 (year 2033), Design Load: HS 20, Features Intersected: Cinco Ranch Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.731, Lanes on structure: 2, Lanes under structure: 8, 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: 3, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
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: 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 120800351004013, Location: 3.00 MI N OF FM 1093 (Lat: 29.744214, Lng: -95.773097), Route carried "on" structure: State highway 99, Year Built: 1994, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 41,000 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 30,040 (year 2033), Design Load: HS 20, Features Intersected: Cinco Ranch Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.731, Lanes on structure: 2, Lanes under structure: 8, 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: 3, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 120800351004013, Location: 3.00 MI N OF FM 1093 (Lat: 29.744214, Lng: -95.773097), Route carried "on" structure: State highway 99, Year Built: 1994, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 41,000 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 30,040 (year 2033), Design Load: HS 20, Features Intersected: Cinco Ranch Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.731, Lanes on structure: 2, Lanes under structure: 8, 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: 3, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 120800351004015, Location: 3.60 MI N OF FM 1093 (Lat: 29.751672, Lng: -95.775850), Route carried "on" structure: State highway 99, Year Built: 1994, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 98,757 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 60,090 (year 2033), Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.688, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
Structure Number: 120800351004015, Location: 3.60 MI N OF FM 1093 (Lat: 29.751672, Lng: -95.775850), Route carried "on" structure: State highway 99, Year Built: 1994, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 98,757 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 60,090 (year 2033), Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.688, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
Find on map >> Show street view
Structure Number: 120800351004034, Location: 1.9 MI S OF IH 10 (Lat: 29.756394, Lng: -95.776022), Route carried "on" structure: State highway 99, Year Built: 2006, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 57,757 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 30,040 (year 2033), Design Load: HS 20, Features Intersected: Highland Knolls
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.240, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 120800351004034, Location: 1.9 MI S OF IH 10 (Lat: 29.756394, Lng: -95.776022), Route carried "on" structure: State highway 99, Year Built: 2006, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 57,757 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 30,040 (year 2033), Design Load: HS 20, Features Intersected: Highland Knolls
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.240, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 120800AA0381001, Location: 0.5 MI S OF BAYHILL BLVD (Lat: 29.750378, Lng: -95.785950), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,001 (year 2011), Average Future Daily Traffic: 2,000 (year 2031), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: FALCON LANDING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft)
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: August 2021
Structure Number: 120800AA0381001, Location: 0.5 MI S OF BAYHILL BLVD (Lat: 29.750378, Lng: -95.785950), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,001 (year 2011), Average Future Daily Traffic: 2,000 (year 2031), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: FALCON LANDING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft)
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: August 2021
Find on map >> Show street view
Structure Number: 120800AA1116003, Location: 1.80 MI N OF FM 1093 (Lat: 29.727058, Lng: -95.755797), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 8,675 (year 2016), Average Future Daily Traffic: 3,120 (year 2027), Features Intersected: BUFFALO BAYOU, Facility Carried by Structure: MASON RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft)
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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA1116003, Location: 1.80 MI N OF FM 1093 (Lat: 29.727058, Lng: -95.755797), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 8,675 (year 2016), Average Future Daily Traffic: 3,120 (year 2027), Features Intersected: BUFFALO BAYOU, Facility Carried by Structure: MASON RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft)
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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120800AA1116004, Location: 1.80 MI N OF FM 1093 (Lat: 29.726494, Lng: -95.755764), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 8,949 (year 2016), Average Future Daily Traffic: 3,120 (year 2027), Features Intersected: BUFFALO BAYOU, Facility Carried by Structure: MASON RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft)
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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA1116004, Location: 1.80 MI N OF FM 1093 (Lat: 29.726494, Lng: -95.755764), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 8,949 (year 2016), Average Future Daily Traffic: 3,120 (year 2027), Features Intersected: BUFFALO BAYOU, Facility Carried by Structure: MASON RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft)
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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120800AA1116005, Location: 0.10 MI S OF HARRIS C/L (Lat: 29.746375, Lng: -95.751464), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 3,120 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2026), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: MASON RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft)
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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $5,900,000, Roadway Improvement Cost: $1,500,000, Total Project Cost: $7,492,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA1116005, Location: 0.10 MI S OF HARRIS C/L (Lat: 29.746375, Lng: -95.751464), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 3,120 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2026), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: MASON RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft)
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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $5,900,000, Roadway Improvement Cost: $1,500,000, Total Project Cost: $7,492,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120800AA1116006, Location: 0.10 MI S OF HARRIS C/L (Lat: 29.745975, Lng: -95.751247), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 12,358 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2026), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: MASON RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $5,900,000, Roadway Improvement Cost: $1,500,000, Total Project Cost: $7,492,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA1116006, Location: 0.10 MI S OF HARRIS C/L (Lat: 29.745975, Lng: -95.751247), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 12,358 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2026), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: MASON RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $5,900,000, Roadway Improvement Cost: $1,500,000, Total Project Cost: $7,492,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120800AA1117003, Location: 0.10 MI S OF HARRIS C/L (Lat: 29.722925, Lng: -95.748372), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 1,001 (year 2009), Average Future Daily Traffic: 2,400 (year 2026), Features Intersected: BUFFALO BAYOU, Facility Carried by Structure: S FRY RD EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.2m (7.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA1117003, Location: 0.10 MI S OF HARRIS C/L (Lat: 29.722925, Lng: -95.748372), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 1,001 (year 2009), Average Future Daily Traffic: 2,400 (year 2026), Features Intersected: BUFFALO BAYOU, Facility Carried by Structure: S FRY RD EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.2m (7.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120800AA1117004, Location: 0.85 MI S OF HARRIS C/L (Lat: 29.722967, Lng: -95.748458), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 1,001 (year 2009), Average Future Daily Traffic: 2,400 (year 2026), Features Intersected: BUFFALO BAYOU, Facility Carried by Structure: S FRY RD WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA1117004, Location: 0.85 MI S OF HARRIS C/L (Lat: 29.722967, Lng: -95.748458), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 1,001 (year 2009), Average Future Daily Traffic: 2,400 (year 2026), Features Intersected: BUFFALO BAYOU, Facility Carried by Structure: S FRY RD WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120800AA1117005, Location: 0.80 MI S OF HARRIS C/L (Lat: 29.723861, Lng: -95.747272), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,001 (year 2009), Average Future Daily Traffic: 2,400 (year 2026), Features Intersected: BUFFALO BAYOU TRIB, Facility Carried by Structure: S FRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 23 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: 1.5m (4.9ft), Right: 0.0m
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: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 120800AA1117005, Location: 0.80 MI S OF HARRIS C/L (Lat: 29.723861, Lng: -95.747272), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,001 (year 2009), Average Future Daily Traffic: 2,400 (year 2026), Features Intersected: BUFFALO BAYOU TRIB, Facility Carried by Structure: S FRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 23 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: 1.5m (4.9ft), Right: 0.0m
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: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Find on map >> Show street view
Structure Number: 120800AA1118001, Location: 1.50 MI N OF FM 1093 (Lat: 29.722678, Lng: -95.767681), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 1,001 (year 2009), Average Future Daily Traffic: 2,400 (year 2026), Features Intersected: BUFFALO BAYOU, Facility Carried by Structure: PEEK RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: 5.58m (18.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA1118001, Location: 1.50 MI N OF FM 1093 (Lat: 29.722678, Lng: -95.767681), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 1,001 (year 2009), Average Future Daily Traffic: 2,400 (year 2026), Features Intersected: BUFFALO BAYOU, Facility Carried by Structure: PEEK RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: 5.58m (18.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120800AA1118002, Location: 1.50 MI N OF FM 1093 (Lat: 29.722264, Lng: -95.767639), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 1,001 (year 2009), Average Future Daily Traffic: 2,400 (year 2026), Features Intersected: BUFFALO BAYOU, Facility Carried by Structure: PEEK RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.58m (18.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA1118002, Location: 1.50 MI N OF FM 1093 (Lat: 29.722264, Lng: -95.767639), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 1,001 (year 2009), Average Future Daily Traffic: 2,400 (year 2026), Features Intersected: BUFFALO BAYOU, Facility Carried by Structure: PEEK RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.58m (18.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120800AA1118003, Location: 1.70 MI N OF FM 1093 (Lat: 29.730444, Lng: -95.765228), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,001 (year 2009), Average Future Daily Traffic: 2,400 (year 2026), Features Intersected: BUFFALO BAYOU TRIB, Facility Carried by Structure: PEEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft)
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: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 120800AA1118003, Location: 1.70 MI N OF FM 1093 (Lat: 29.730444, Lng: -95.765228), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,001 (year 2009), Average Future Daily Traffic: 2,400 (year 2026), Features Intersected: BUFFALO BAYOU TRIB, Facility Carried by Structure: PEEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft)
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: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Find on map >> Show street view
Structure Number: 120800AA1119001, Location: .5 MI SW OF WESTHEIMER PK (Lat: 29.732117, Lng: -95.785239), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 2,000 (year 2011), Average Future Daily Traffic: 2,000 (year 2031), Design Load: HS 20, Features Intersected: Buffalo Bayou, Facility Carried by Structure: Cinco RanchBlvdNB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, 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: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.5m (34.4ft)
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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $2,000, Total Project Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA1119001, Location: .5 MI SW OF WESTHEIMER PK (Lat: 29.732117, Lng: -95.785239), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 2,000 (year 2011), Average Future Daily Traffic: 2,000 (year 2031), Design Load: HS 20, Features Intersected: Buffalo Bayou, Facility Carried by Structure: Cinco RanchBlvdNB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, 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: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.5m (34.4ft)
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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $2,000, Total Project Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120800AA1119002, Location: .5 MI SW OF WESTHEIMER PK (Lat: 29.732733, Lng: -95.785236), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 2,000 (year 2011), Average Future Daily Traffic: 2,000 (year 2031), Design Load: HS 20, Features Intersected: Buffalo Bayou, Facility Carried by Structure: Cinco Ranch BlvdSB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, 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: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $2,000, Total Project Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA1119002, Location: .5 MI SW OF WESTHEIMER PK (Lat: 29.732733, Lng: -95.785236), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 2,000 (year 2011), Average Future Daily Traffic: 2,000 (year 2031), Design Load: HS 20, Features Intersected: Buffalo Bayou, Facility Carried by Structure: Cinco Ranch BlvdSB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, 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: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $2,000, Total Project Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120800AA1119003, Location: .6 MI SW OF WESTHEIMER PK (Lat: 29.730825, Lng: -95.785889), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,000 (year 2011), Average Future Daily Traffic: 2,000 (year 2031), Features Intersected: OXBOW DRAW, Facility Carried by Structure: CINCO RANCH BLVDNB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA1119003, Location: .6 MI SW OF WESTHEIMER PK (Lat: 29.730825, Lng: -95.785889), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,000 (year 2011), Average Future Daily Traffic: 2,000 (year 2031), Features Intersected: OXBOW DRAW, Facility Carried by Structure: CINCO RANCH BLVDNB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120800AA1119004, Location: .6 MI SW OF WESTHEIMER PK (Lat: 29.731258, Lng: -95.785894), Route carried "on" structure: Alternate City street , Year Built: 2001, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 2,000 (year 2011), Average Future Daily Traffic: 2,000 (year 2031), Features Intersected: OXBOW DRAW, Facility Carried by Structure: CINCO RANCH BLVDSB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA1119004, Location: .6 MI SW OF WESTHEIMER PK (Lat: 29.731258, Lng: -95.785894), Route carried "on" structure: Alternate City street , Year Built: 2001, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 2,000 (year 2011), Average Future Daily Traffic: 2,000 (year 2031), Features Intersected: OXBOW DRAW, Facility Carried by Structure: CINCO RANCH BLVDSB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120800AA1180001, Location: 0.5 MI W OF SH 99 (Lat: 29.739167, Lng: -95.784094), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 2,000 (year 2011), Average Future Daily Traffic: 2,000 (year 2031), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WESTHEIMER PKWY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.7m (35.1ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA1180001, Location: 0.5 MI W OF SH 99 (Lat: 29.739167, Lng: -95.784094), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 2,000 (year 2011), Average Future Daily Traffic: 2,000 (year 2031), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WESTHEIMER PKWY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.7m (35.1ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120800AA1180002, Location: 0.5 MI W OF SH 99 (Lat: 29.739369, Lng: -95.783942), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 2,000 (year 2011), Average Future Daily Traffic: 2,000 (year 2031), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WESTHEIMER PKWY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.7m (35.1ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA1180002, Location: 0.5 MI W OF SH 99 (Lat: 29.739369, Lng: -95.783942), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 2,000 (year 2011), Average Future Daily Traffic: 2,000 (year 2031), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WESTHEIMER PKWY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.7m (35.1ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120800AA1180004, Location: 1.5 MI E OF SH 99 (Lat: 29.734525, Lng: -95.747875), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,000 (year 2009), Average Future Daily Traffic: 5,000 (year 2027), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WESTHEIMER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 1.2m (3.9ft), Right: 1.8m (5.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 120800AA1180004, Location: 1.5 MI E OF SH 99 (Lat: 29.734525, Lng: -95.747875), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,000 (year 2009), Average Future Daily Traffic: 5,000 (year 2027), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WESTHEIMER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 1.2m (3.9ft), Right: 1.8m (5.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Find on map >> Show street view
Structure Number: 120800AA1181001, Location: 0.4 MI N OF CINCO RANCH (Lat: 29.745967, Lng: -95.753533), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 2,000 (year 2009), Average Future Daily Traffic: 2,000 (year 2027), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CINCO LAKES DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County 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: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.5m (41.0ft)
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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800AA1181001, Location: 0.4 MI N OF CINCO RANCH (Lat: 29.745967, Lng: -95.753533), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 2,000 (year 2009), Average Future Daily Traffic: 2,000 (year 2027), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CINCO LAKES DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County 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: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.5m (41.0ft)
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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 120800351004012, Location: 3.00 MI N OF FM 1093 (Lat: 29.744214, Lng: -95.772842), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2012), Truck Traffic: 5%, Features Intersected: Cinco Ranch Blvd, Facility Carried by Structure: SH 99 NB
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 25.750, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 120800351004012, Location: 3.00 MI N OF FM 1093 (Lat: 29.744214, Lng: -95.772842), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2012), Truck Traffic: 5%, Features Intersected: Cinco Ranch Blvd, Facility Carried by Structure: SH 99 NB
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 25.750, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Find on map >> Show street view
Structure Number: 120800351004013, Location: 3.00 MI N OF FM 1093 (Lat: 29.744214, Lng: -95.773097), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2012), Truck Traffic: 5%, Features Intersected: Cinco Ranch Blvd, Facility Carried by Structure: SH 99 SB
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 25.750, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 120800351004013, Location: 3.00 MI N OF FM 1093 (Lat: 29.744214, Lng: -95.773097), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2012), Truck Traffic: 5%, Features Intersected: Cinco Ranch Blvd, Facility Carried by Structure: SH 99 SB
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 25.750, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Find on map >> Show street view
Structure Number: 120800351004034, Location: 1.9 MI S OF IH 10 (Lat: 29.756394, Lng: -95.776022), Route carried "under" structure: City street , Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2010), Truck Traffic: 5%, Features Intersected: Highland Knolls, Facility Carried by Structure: SH 99 NB
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft)
Structure Number: 120800351004034, Location: 1.9 MI S OF IH 10 (Lat: 29.756394, Lng: -95.776022), Route carried "under" structure: City street , Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2010), Truck Traffic: 5%, Features Intersected: Highland Knolls, Facility Carried by Structure: SH 99 NB
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft)