Bridge Statistics for Mission Bend, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 335ft / 102mTotal length
- $12,000Total costs
- 148,070Total average daily traffic
- 5,806Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mission Bend
- No street view available for this location
- New bridges - historical statistics
- 11960-1969
- 41970-1979
- 11990-1999
- 92000-2009
- 42010-2019
- Bridge Condition - Deck
- 38.5%Very good
- 30.8%Good
- 15.4%Satisfactory
- 15.4%Fair
- Bridge Condition - Superstructure
- 53.8%Very good
- 30.8%Good
- 15.4%Fair
- Bridge Condition - Substructure
- 38.5%Very good
- 38.5%Good
- 23.1%Satisfactory
- Bridge Condition - Channel
- 23.1%Very good
- 61.5%Good
- 15.4%Satisfactory
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 120800AA0241001, Location: 0.3 MI N OF BELLAIRE (Lat: 29.703619, Lng: -95.676278), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2010), Average Future Daily Traffic: 200 (year 2027), Design Load: HS 20, Features Intersected: BRAYS BAYOU, Facility Carried by Structure: PASO HONDO DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.005, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
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: September 2021
Structure Number: 120800AA0241001, Location: 0.3 MI N OF BELLAIRE (Lat: 29.703619, Lng: -95.676278), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2010), Average Future Daily Traffic: 200 (year 2027), Design Load: HS 20, Features Intersected: BRAYS BAYOU, Facility Carried by Structure: PASO HONDO DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.005, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
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: September 2021
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Structure Number: 120800AA024424, Location: 0.21 MI N of Beechnut St (Lat: 29.692128, Lng: -95.663478), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 10,000 (year 2040), Features Intersected: Brays Bayou Trib, Facility Carried by Structure: Addicks Clodine Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, 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: 3, Length of Maximum Span: 1.7m (5.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 120800AA024424, Location: 0.21 MI N of Beechnut St (Lat: 29.692128, Lng: -95.663478), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 10,000 (year 2040), Features Intersected: Brays Bayou Trib, Facility Carried by Structure: Addicks Clodine Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, 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: 3, Length of Maximum Span: 1.7m (5.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 120800AA0258002, Location: 0.25 MI N OF BISSONNET (Lat: 29.680131, Lng: -95.656050), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 890 (year 2009), Average Future Daily Traffic: 1,500 (year 2029), Features Intersected: KEEGANS BAYOU, Facility Carried by Structure: RICHMOND GAINES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800AA0258002, Location: 0.25 MI N OF BISSONNET (Lat: 29.680131, Lng: -95.656050), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 890 (year 2009), Average Future Daily Traffic: 1,500 (year 2029), Features Intersected: KEEGANS BAYOU, Facility Carried by Structure: RICHMOND GAINES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120800AA4100242, Location: 0.03 Mi E of Chickory Ln (Lat: 29.700442, Lng: -95.683644), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 15,000 (year 2040), Features Intersected: Brays Bayou Tributary, Facility Carried by Structure: Bellaire Blvd EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, 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: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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: Equal to 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: 120800AA4100242, Location: 0.03 Mi E of Chickory Ln (Lat: 29.700442, Lng: -95.683644), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 15,000 (year 2040), Features Intersected: Brays Bayou Tributary, Facility Carried by Structure: Bellaire Blvd EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, 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: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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: Equal to 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: 120800AA4100243, Location: 0.69 Mi E of FM 1464 (Lat: 29.700567, Lng: -95.676444), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 15,000 (year 2040), Features Intersected: Brays Bayou, Facility Carried by Structure: Bellaire Blvd EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.203, 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: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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: Equal to 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: 120800AA4100243, Location: 0.69 Mi E of FM 1464 (Lat: 29.700567, Lng: -95.676444), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 15,000 (year 2040), Features Intersected: Brays Bayou, Facility Carried by Structure: Bellaire Blvd EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.203, 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: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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: Equal to 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: 120800AA4100244, Location: 0.03 Mi E of Chickory Ln (Lat: 29.700692, Lng: -95.683275), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 15,000 (year 2040), Features Intersected: Brays Bayou Tributary, Facility Carried by Structure: Bellaire Blvd WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, 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: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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: Equal to 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: 120800AA4100244, Location: 0.03 Mi E of Chickory Ln (Lat: 29.700692, Lng: -95.683275), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 15,000 (year 2040), Features Intersected: Brays Bayou Tributary, Facility Carried by Structure: Bellaire Blvd WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, 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: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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: Equal to 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: 120800AA4100245, Location: 0.69 Mi E of 1464 (Lat: 29.700789, Lng: -95.676203), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 15,000 (year 2040), Features Intersected: Brays Bayou, Facility Carried by Structure: Bellaire Blvd WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.203, 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: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very 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, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 120800AA4100245, Location: 0.69 Mi E of 1464 (Lat: 29.700789, Lng: -95.676203), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 15,000 (year 2040), Features Intersected: Brays Bayou, Facility Carried by Structure: Bellaire Blvd WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.203, 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: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very 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, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 120800AA9411001, Location: 0.2 Mi N of Bissonnet (Lat: 29.680378, Lng: -95.680061), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,000 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 7,500 (year 2032), Features Intersected: Keegans Bayou, Facility Carried by Structure: Clodine Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 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: September 2021
Structure Number: 120800AA9411001, Location: 0.2 Mi N of Bissonnet (Lat: 29.680378, Lng: -95.680061), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,000 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 7,500 (year 2032), Features Intersected: Keegans Bayou, Facility Carried by Structure: Clodine Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 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: September 2021
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Structure Number: 120800TOL020316, Location: WPTLW FM 1093 & FM 1464 (Lat: 29.707736, Lng: -95.687386), Route carried "on" structure: Other road 1093, Year Built: 2007, Status: Open, Structure Length: 47.88m (157.09ft), Average Daily Traffic: 6,500 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 12,450 (year 2030), Design Load: HS 20, Features Intersected: FM 1093 & FM 1464, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 4, Lanes under structure: 10, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 120800TOL020316, Location: WPTLW FM 1093 & FM 1464 (Lat: 29.707736, Lng: -95.687386), Route carried "on" structure: Other road 1093, Year Built: 2007, Status: Open, Structure Length: 47.88m (157.09ft), Average Daily Traffic: 6,500 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 12,450 (year 2030), Design Load: HS 20, Features Intersected: FM 1093 & FM 1464, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 4, Lanes under structure: 10, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020AA2831001, Location: 0.10 MI N OF BELLAIRE (Lat: 29.701594, Lng: -95.663925), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 7,067 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 7,000 (year 2035), Features Intersected: HCFCD DITCH, Facility Carried by Structure: ADDICKS-CLODINE SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 121020AA2831001, Location: 0.10 MI N OF BELLAIRE (Lat: 29.701594, Lng: -95.663925), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 7,067 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 7,000 (year 2035), Features Intersected: HCFCD DITCH, Facility Carried by Structure: ADDICKS-CLODINE SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020AA2831002, Location: 0.10 MI N OF BELLAIRE (Lat: 29.701297, Lng: -95.663803), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 6,804 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2035), Features Intersected: HCFCD DITCH, Facility Carried by Structure: ADDICKS-CLODINE NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.0m, Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 121020AA2831002, Location: 0.10 MI N OF BELLAIRE (Lat: 29.701297, Lng: -95.663803), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 6,804 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2035), Features Intersected: HCFCD DITCH, Facility Carried by Structure: ADDICKS-CLODINE NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.0m, Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020AA2851001, Location: 0.10 MI N OF BELLAIRE (Lat: 29.702794, Lng: -95.653222), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 7,793 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 2,200 (year 2035), Features Intersected: HCFCD DITCH, Facility Carried by Structure: WINKLEMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA2851001, Location: 0.10 MI N OF BELLAIRE (Lat: 29.702794, Lng: -95.653222), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 7,793 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 2,200 (year 2035), Features Intersected: HCFCD DITCH, Facility Carried by Structure: WINKLEMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020AA2962001, Location: 0.50 MI W OF SH 6 (Lat: 29.710014, Lng: -95.652000), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 15,416 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 5,500 (year 2035), Design Load: HS 20, Features Intersected: HCFCD DITCH, Facility Carried by Structure: ALIEF-CLODINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020AA2962001, Location: 0.50 MI W OF SH 6 (Lat: 29.710014, Lng: -95.652000), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 15,416 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 5,500 (year 2035), Design Load: HS 20, Features Intersected: HCFCD DITCH, Facility Carried by Structure: ALIEF-CLODINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL030034, Location: 0.50 MI W OF SH 6 (Lat: 29.710339, Lng: -95.651989), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2030), Design Load: HS 20, Features Intersected: HCFCD DITCH 132-00-0, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Satisfactory, 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL030034, Location: 0.50 MI W OF SH 6 (Lat: 29.710339, Lng: -95.651989), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2030), Design Load: HS 20, Features Intersected: HCFCD DITCH 132-00-0, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Satisfactory, 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL030035, Location: 1.00 MI W OF SH 6 (Lat: 29.709836, Lng: -95.660417), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2035), Design Load: HS 20, Features Intersected: ADDICKS CLODINE, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Lanes under structure: 5, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020TOL030035, Location: 1.00 MI W OF SH 6 (Lat: 29.709836, Lng: -95.660417), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2035), Design Load: HS 20, Features Intersected: ADDICKS CLODINE, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Lanes under structure: 5, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020TOL030036, Location: 1.70 MI W OF SH 6 (Lat: 29.709000, Lng: -95.672283), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2030), Design Load: HS 20, Features Intersected: WESTHEIMER PLACE, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 4, Lanes under structure: 3, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020TOL030036, Location: 1.70 MI W OF SH 6 (Lat: 29.709000, Lng: -95.672283), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2030), Design Load: HS 20, Features Intersected: WESTHEIMER PLACE, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 4, Lanes under structure: 3, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 120800TOL020316, Location: WPTLW FM 1093 & FM 1464 (Lat: 29.707736, Lng: -95.687386), Route carried "under" structure: State highway 1464, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 16,500 (year 2010), Truck Traffic: 16%, Features Intersected: FM 1093 & FM1464, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 6.65m (21.82ft), Kilometerpoint: 25.217, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 120800TOL020316, Location: WPTLW FM 1093 & FM 1464 (Lat: 29.707736, Lng: -95.687386), Route carried "under" structure: State highway 1464, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 16,500 (year 2010), Truck Traffic: 16%, Features Intersected: FM 1093 & FM1464, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 6.65m (21.82ft), Kilometerpoint: 25.217, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 121020TOL030035, Location: 1.00 MI W OF SH 6 (Lat: 29.709836, Lng: -95.660417), Route carried "under" structure: County highway , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 1%, Features Intersected: Addicks Clodine, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 121020TOL030035, Location: 1.00 MI W OF SH 6 (Lat: 29.709836, Lng: -95.660417), Route carried "under" structure: County highway , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 1%, Features Intersected: Addicks Clodine, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 121020TOL030036, Location: 1.70 MI W OF SH 6 (Lat: 29.709000, Lng: -95.672836), Route carried "under" structure: County highway , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2013), Truck Traffic: 1%, Features Intersected: WESTHEIMER PLACE, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)
Structure Number: 121020TOL030036, Location: 1.70 MI W OF SH 6 (Lat: 29.709000, Lng: -95.672836), Route carried "under" structure: County highway , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2013), Truck Traffic: 1%, Features Intersected: WESTHEIMER PLACE, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)