Bridge Statistics for Houston, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 4,433Number of bridges
- 145,748ft / 44,424mTotal length
- $113,750,000Total costs
- 148,292,432Total average daily traffic
- 8,915,561Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Houston
- No street view available for this location
- New bridges - historical statistics
- 31910-1919
- 91920-1929
- 131930-1939
- 371940-1949
- 1401950-1959
- 5831960-1969
- 5371970-1979
- 7781980-1989
- 9001990-1999
- 7342000-2009
- 6482010-2019
- 512020-2022
- Reconstructed bridges - Historical Statistics
- 21940-1949
- 41950-1959
- 111960-1969
- 391970-1979
- 991980-1989
- 1111990-1999
- 742000-2009
- 642010-2019
- 62020-2022
- Bridge Condition - Deck
- 0.1%Excellent
- 6.2%Very good
- 57.4%Good
- 32.5%Satisfactory
- 3.7%Fair
- Bridge Condition - Superstructure
- 23.6%Excellent
- 49.3%Very good
- 24.0%Good
- 2.8%Satisfactory
- 0.3%Fair
- 0.2%Poor
- Bridge Condition - Substructure
- 8.1%Very good
- 61.7%Good
- 26.6%Satisfactory
- 2.9%Fair
- 0.6%Poor
- 0.1%Critical
- Bridge Condition - Channel
- 8.6%Very good
- 56.0%Good
- 29.9%Satisfactory
- 5.0%Fair
- 0.5%Poor
- Bridge Condition - Culverts
- 69.0%Very good
- 29.3%Good
- 1.7%Satisfactory
- 0.7%Fair
- 0.2%Poor
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Structure Number: 120800B16737002, Location: 0.10 MI E OF S POST OAK (Lat: 29.589775, Lng: -95.467617), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,722 (year 2011), Average Future Daily Traffic: 1,135 (year 2031), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: COURT RD WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800B16737002, Location: 0.10 MI E OF S POST OAK (Lat: 29.589775, Lng: -95.467617), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,722 (year 2011), Average Future Daily Traffic: 1,135 (year 2031), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: COURT RD WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800B2480901, Location: 1.20 MI S OF HARRIS C/L (Lat: 29.604019, Lng: -95.507414), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 7,870 (year 2010), Average Future Daily Traffic: 8,000 (year 2030), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: FONDREN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 4, Owner: City or Municipal 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: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 30.6m (100.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $9,000, Total Project Cost: $46,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 120800B2480901, Location: 1.20 MI S OF HARRIS C/L (Lat: 29.604019, Lng: -95.507414), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 7,870 (year 2010), Average Future Daily Traffic: 8,000 (year 2030), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: FONDREN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 4, Owner: City or Municipal 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: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 30.6m (100.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $9,000, Total Project Cost: $46,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 120800B31961001, Location: 0.25 MI NE OF W FUQUA (Lat: 29.603731, Lng: -95.500578), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 4,540 (year 2010), Average Future Daily Traffic: 2,270 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: HILLCROFT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.611, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800B31961001, Location: 0.25 MI NE OF W FUQUA (Lat: 29.603731, Lng: -95.500578), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 4,540 (year 2010), Average Future Daily Traffic: 2,270 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: HILLCROFT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.611, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800B32081001, Location: 0.15 MI N OF FM 2234 (Lat: 29.583556, Lng: -95.453808), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 450 (year 2010), Average Future Daily Traffic: 300 (year 2030), Features Intersected: CLEAR CREEK, Facility Carried by Structure: HIRAM CLARKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
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: 120800B32081001, Location: 0.15 MI N OF FM 2234 (Lat: 29.583556, Lng: -95.453808), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 450 (year 2010), Average Future Daily Traffic: 300 (year 2030), Features Intersected: CLEAR CREEK, Facility Carried by Structure: HIRAM CLARKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
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
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Structure Number: 120800B43189529, Location: 0.50 MI W OF S POST OAK (Lat: 29.601669, Lng: -95.472783), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 430 (year 2010), Average Future Daily Traffic: 215 (year 2030), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: MAYWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Total Project Cost: $31,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 120800B43189529, Location: 0.50 MI W OF S POST OAK (Lat: 29.601669, Lng: -95.472783), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 430 (year 2010), Average Future Daily Traffic: 215 (year 2030), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: MAYWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Total Project Cost: $31,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120800B52313009, Location: 0.45 MI N OF FM 2234 (Lat: 29.587547, Lng: -95.470836), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 26,130 (year 2010), Average Future Daily Traffic: 26,130 (year 2030), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: S POST OAK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.461, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Structure Number: 120800B52313009, Location: 0.45 MI N OF FM 2234 (Lat: 29.587547, Lng: -95.470836), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 26,130 (year 2010), Average Future Daily Traffic: 26,130 (year 2030), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: S POST OAK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.461, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
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Structure Number: 120800B54300001, Location: 0.15 MI E OF S POST OAK (Lat: 29.594461, Lng: -95.464597), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 3,430 (year 2010), Average Future Daily Traffic: 1,715 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: RIDGECREEK DR EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: 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: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800B54300001, Location: 0.15 MI E OF S POST OAK (Lat: 29.594461, Lng: -95.464597), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 3,430 (year 2010), Average Future Daily Traffic: 1,715 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: RIDGECREEK DR EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: 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: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800B5430061, Location: 0.15 MI E OF S POST OAK (Lat: 29.594558, Lng: -95.464528), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 3,470 (year 2010), Average Future Daily Traffic: 1,735 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: RIDGECREEK DR WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: 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: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800B5430061, Location: 0.15 MI E OF S POST OAK (Lat: 29.594558, Lng: -95.464528), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 3,470 (year 2010), Average Future Daily Traffic: 1,735 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: RIDGECREEK DR WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: 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: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800B54300611, Location: 0.70 MI W OF S POST OAK (Lat: 29.597894, Lng: -95.478464), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 8,530 (year 2010), Average Future Daily Traffic: 4,265 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: RIDGECREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, 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: 1.0m (3.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: 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: 2.80m (9.19ft), 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: 120800B54300611, Location: 0.70 MI W OF S POST OAK (Lat: 29.597894, Lng: -95.478464), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 8,530 (year 2010), Average Future Daily Traffic: 4,265 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: RIDGECREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, 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: 1.0m (3.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: 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: 2.80m (9.19ft), 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
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Structure Number: 120800TOL0203, Location: 2.3 MI S OF US 90A (Lat: 29.609447, Lng: -95.496694), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 98.97m (324.70ft), Average Daily Traffic: 25,900 (year 2013), Average Future Daily Traffic: 34,344 (year 2033), Design Load: HS 20, Features Intersected: BELTWAY 8, Facility Carried by Structure: FT BEND PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 4, Lanes under structure: 22, Toll: On toll road, Owner: County Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Length of Maximum Span: 39.6m (129.9ft), 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: High priority of corrective action, 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: 120800TOL0203, Location: 2.3 MI S OF US 90A (Lat: 29.609447, Lng: -95.496694), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 98.97m (324.70ft), Average Daily Traffic: 25,900 (year 2013), Average Future Daily Traffic: 34,344 (year 2033), Design Load: HS 20, Features Intersected: BELTWAY 8, Facility Carried by Structure: FT BEND PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 4, Lanes under structure: 22, Toll: On toll road, Owner: County Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Length of Maximum Span: 39.6m (129.9ft), 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: High priority of corrective action, 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: 120800TOL020301, Location: 0.3 MI S OF BLTWY 8 (Lat: 29.609414, Lng: -95.496586), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 12.41m (40.72ft), Average Daily Traffic: 6,000 (year 2013), Average Future Daily Traffic: 10,000 (year 2033), Design Load: HS 20, Features Intersected: CAREY CHASE DR, Facility Carried by Structure: FB PKWY NB OFF RMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 1, Lanes under structure: 2, Toll: On toll road, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
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: High priority of replacement, Underclear: 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: 120800TOL020301, Location: 0.3 MI S OF BLTWY 8 (Lat: 29.609414, Lng: -95.496586), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 12.41m (40.72ft), Average Daily Traffic: 6,000 (year 2013), Average Future Daily Traffic: 10,000 (year 2033), Design Load: HS 20, Features Intersected: CAREY CHASE DR, Facility Carried by Structure: FB PKWY NB OFF RMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 1, Lanes under structure: 2, Toll: On toll road, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
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: High priority of replacement, Underclear: 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: 120800TOL02031, Location: WESTPARK TLW AT SH 99 (Lat: 29.700783, Lng: -95.775194), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 3,585 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 10,290 (year 2030), Design Load: HS 20, Features Intersected: SH 99, Facility Carried by Structure: WESTPARK TLWY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 8, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 120800TOL02031, Location: WESTPARK TLW AT SH 99 (Lat: 29.700783, Lng: -95.775194), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 3,585 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 10,290 (year 2030), Design Load: HS 20, Features Intersected: SH 99, Facility Carried by Structure: WESTPARK TLWY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 8, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 120800TOL020311, Location: 1.30 MI W OF FM 1464 (Lat: 29.705911, Lng: -95.709147), Route carried "on" structure: Other road 1093, Year Built: 2006, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 21,000 (year 2010), Truck Traffic: 20%, Average Future Daily Traffic: 35,000 (year 2030), Design Load: HS 20, Features Intersected: LONG POINT CREEK, Facility Carried by Structure: WESTPARK TLWY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.179, Lanes on structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 120800TOL020311, Location: 1.30 MI W OF FM 1464 (Lat: 29.705911, Lng: -95.709147), Route carried "on" structure: Other road 1093, Year Built: 2006, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 21,000 (year 2010), Truck Traffic: 20%, Average Future Daily Traffic: 35,000 (year 2030), Design Load: HS 20, Features Intersected: LONG POINT CREEK, Facility Carried by Structure: WESTPARK TLWY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.179, Lanes on structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 120800TOL020312, Location: 0.87 MI W OF FM 1464 (Lat: 29.706536, Lng: -95.702058), Route carried "on" structure: Other road 1093, Year Built: 2006, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 13,630 (year 2012), Truck Traffic: 20%, Average Future Daily Traffic: 26,490 (year 2032), Design Load: HS 20, Features Intersected: LONG POINT CREEK TRIB, Facility Carried by Structure: WESTPARK TLWY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.487, Lanes on structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800TOL020312, Location: 0.87 MI W OF FM 1464 (Lat: 29.706536, Lng: -95.702058), Route carried "on" structure: Other road 1093, Year Built: 2006, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 13,630 (year 2012), Truck Traffic: 20%, Average Future Daily Traffic: 26,490 (year 2032), Design Load: HS 20, Features Intersected: LONG POINT CREEK TRIB, Facility Carried by Structure: WESTPARK TLWY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.487, Lanes on structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800TOL020313, Location: SH99 (Lat: 29.700461, Lng: -95.776433), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 3,585 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 10,290 (year 2030), Design Load: HS 20, Features Intersected: SH 99, Facility Carried by Structure: WESTPARK TLW EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 8, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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 Precast Panels
Structure Number: 120800TOL020313, Location: SH99 (Lat: 29.700461, Lng: -95.776433), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 3,585 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 10,290 (year 2030), Design Load: HS 20, Features Intersected: SH 99, Facility Carried by Structure: WESTPARK TLW EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 8, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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 Precast Panels
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Structure Number: 120800TOL020314, Location: 0.87 MI W OF FM 1464 (Lat: 29.706328, Lng: -95.701950), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 17,000 (year 2010), Truck Traffic: 16%, Average Future Daily Traffic: 27,980 (year 2030), Design Load: HS 20, Features Intersected: LONG POINT CREEK TRIB, Facility Carried by Structure: WESTPARK TLWY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.487, Lanes on structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800TOL020314, Location: 0.87 MI W OF FM 1464 (Lat: 29.706328, Lng: -95.701950), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 17,000 (year 2010), Truck Traffic: 16%, Average Future Daily Traffic: 27,980 (year 2030), Design Load: HS 20, Features Intersected: LONG POINT CREEK TRIB, Facility Carried by Structure: WESTPARK TLWY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.487, Lanes on structure: 2, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800TOL020315, Location: 1.37 MI W OF FM 1464 (Lat: 29.705639, Lng: -95.709350), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 17,000 (year 2010), Truck Traffic: 16%, Average Future Daily Traffic: 24,704 (year 2030), Design Load: HS 20, Features Intersected: LONG POINT CREEK, Facility Carried by Structure: WESTPARK TLWY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.179, Lanes on structure: 3, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 Precast Panels
Structure Number: 120800TOL020315, Location: 1.37 MI W OF FM 1464 (Lat: 29.705639, Lng: -95.709350), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 17,000 (year 2010), Truck Traffic: 16%, Average Future Daily Traffic: 24,704 (year 2030), Design Load: HS 20, Features Intersected: LONG POINT CREEK, Facility Carried by Structure: WESTPARK TLWY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.179, Lanes on structure: 3, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 Precast Panels
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Structure Number: 120800TOL020317, Location: 0.600 MI E OF SH 99 (Lat: 29.701742, Lng: -95.759861), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 16,500 (year 2010), Truck Traffic: 16%, Average Future Daily Traffic: 20,574 (year 2030), Design Load: HS 20, Features Intersected: PEEK ROAD, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.224, Lanes on structure: 4, Lanes under structure: 8, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 24.6m (80.7ft)
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: 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 Precast Panels
Structure Number: 120800TOL020317, Location: 0.600 MI E OF SH 99 (Lat: 29.701742, Lng: -95.759861), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 16,500 (year 2010), Truck Traffic: 16%, Average Future Daily Traffic: 20,574 (year 2030), Design Load: HS 20, Features Intersected: PEEK ROAD, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.224, Lanes on structure: 4, Lanes under structure: 8, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 24.6m (80.7ft)
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: 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 Precast Panels
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Structure Number: 120800TOL020318, Location: 2.977 MI E OF SH 994 (Lat: 29.705042, Lng: -95.719414), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 16,500 (year 2010), Truck Traffic: 16%, Average Future Daily Traffic: 24,704 (year 2030), Design Load: HS 20, Features Intersected: GRAND MISSION BLVD, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.140, Lanes on structure: 4, Lanes under structure: 7, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 231.6m (759.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.4m (76.8ft), 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: 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 Precast Panels
Structure Number: 120800TOL020318, Location: 2.977 MI E OF SH 994 (Lat: 29.705042, Lng: -95.719414), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 16,500 (year 2010), Truck Traffic: 16%, Average Future Daily Traffic: 24,704 (year 2030), Design Load: HS 20, Features Intersected: GRAND MISSION BLVD, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.140, Lanes on structure: 4, Lanes under structure: 7, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 231.6m (759.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.4m (76.8ft), 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: 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 Precast Panels
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Structure Number: 120800TOL020319, Location: 1.601 MI E OF SH 99 (Lat: 29.703153, Lng: -95.742531), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 16,500 (year 2010), Truck Traffic: 16%, Average Future Daily Traffic: 20,574 (year 2030), Design Load: HS 20, Features Intersected: MASON ROAD, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.908, Lanes on structure: 4, Lanes under structure: 8, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), 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: 23.3m (76.4ft), Out-to-Out Width: 24.6m (80.7ft)
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: 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 Precast Panels
Structure Number: 120800TOL020319, Location: 1.601 MI E OF SH 99 (Lat: 29.703153, Lng: -95.742531), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 16,500 (year 2010), Truck Traffic: 16%, Average Future Daily Traffic: 20,574 (year 2030), Design Load: HS 20, Features Intersected: MASON ROAD, Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.908, Lanes on structure: 4, Lanes under structure: 8, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), 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: 23.3m (76.4ft), Out-to-Out Width: 24.6m (80.7ft)
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: 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 Precast Panels
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Structure Number: 120800TOL02032, Location: WESTPARK TOLLWAY AT SH 99 (Lat: 29.705178, Lng: -95.776608), Route carried "on" structure: Ramp State highway 99, Year Built: 2007, Status: Open, Structure Length: 84.92m (278.61ft), Average Daily Traffic: 9,490 (year 2012), Truck Traffic: 12%, Average Future Daily Traffic: 23,610 (year 2032), Design Load: HS 20, Features Intersected: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.936, Lanes on structure: 1, Lanes under structure: 12, Owner: Local Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 18, Length of Maximum Span: 71.0m (232.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800TOL02032, Location: WESTPARK TOLLWAY AT SH 99 (Lat: 29.705178, Lng: -95.776608), Route carried "on" structure: Ramp State highway 99, Year Built: 2007, Status: Open, Structure Length: 84.92m (278.61ft), Average Daily Traffic: 9,490 (year 2012), Truck Traffic: 12%, Average Future Daily Traffic: 23,610 (year 2032), Design Load: HS 20, Features Intersected: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.936, Lanes on structure: 1, Lanes under structure: 12, Owner: Local Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 18, Length of Maximum Span: 71.0m (232.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002709183, Location: 1.5 MI N OF IH 610 (Lat: 29.700853, Lng: -95.375381), Route carried "on" structure: Alternate US 90, Year Built: 1983, Status: Open, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 21,970 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 30,760 (year 2033), Design Load: HS 20, Features Intersected: SH 288
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.881, Lanes on structure: 5, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.27m (33.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002709183, Location: 1.5 MI N OF IH 610 (Lat: 29.700853, Lng: -95.375381), Route carried "on" structure: Alternate US 90, Year Built: 1983, Status: Open, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 21,970 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 30,760 (year 2033), Design Load: HS 20, Features Intersected: SH 288
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.881, Lanes on structure: 5, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.27m (33.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002709294, Location: 0.3 MI SE OF IH 610 (Lat: 29.672675, Lng: -95.431419), Route carried "on" structure: Alternate US 90, Year Built: 2001, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 74,370 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 104,110 (year 2033), Design Load: HS 20, Features Intersected: WEST BELLFORT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.358, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 31 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: 37.5m (123.0ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 25.7m (84.3ft)
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: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002709294, Location: 0.3 MI SE OF IH 610 (Lat: 29.672675, Lng: -95.431419), Route carried "on" structure: Alternate US 90, Year Built: 2001, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 74,370 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 104,110 (year 2033), Design Load: HS 20, Features Intersected: WEST BELLFORT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.358, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 31 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: 37.5m (123.0ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 25.7m (84.3ft)
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: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002709303, Location: 3.3 Mi SE of US 59 (Lat: 29.626036, Lng: -95.518742), Route carried "on" structure: Alternate US 90, Year Built: 1998, Status: Open, Structure Length: 17.98m (58.99ft), Average Daily Traffic: 44,440 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 62,220 (year 2033), Design Load: HS 20, Features Intersected: BW 8 FR's
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 1.959, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 28.6m (93.8ft)
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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002709303, Location: 3.3 Mi SE of US 59 (Lat: 29.626036, Lng: -95.518742), Route carried "on" structure: Alternate US 90, Year Built: 1998, Status: Open, Structure Length: 17.98m (58.99ft), Average Daily Traffic: 44,440 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 62,220 (year 2033), Design Load: HS 20, Features Intersected: BW 8 FR's
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 1.959, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 28.6m (93.8ft)
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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002709304, Location: 1.1 MI E OF S POST OAK (Lat: 29.653394, Lng: -95.446939), Route carried "on" structure: Alternate US 90, Year Built: 2001, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 37,180 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 52,050 (year 2033), Design Load: HS 20, Features Intersected: HIRAM CLARKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.896, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002709304, Location: 1.1 MI E OF S POST OAK (Lat: 29.653394, Lng: -95.446939), Route carried "on" structure: Alternate US 90, Year Built: 2001, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 37,180 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 52,050 (year 2033), Design Load: HS 20, Features Intersected: HIRAM CLARKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.896, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002709305, Location: 1.0 MI S OF IH 610 (Lat: 29.667114, Lng: -95.436108), Route carried "on" structure: Alternate US 90, Year Built: 2001, Status: Open, Structure Length: 52.15m (171.10ft), Average Daily Traffic: 79,919 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 104,110 (year 2033), Design Load: HS 20, Features Intersected: WILLOWBEND/STELLA LINK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.224, Lanes on structure: 6, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 25.6m (84.0ft)
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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002709305, Location: 1.0 MI S OF IH 610 (Lat: 29.667114, Lng: -95.436108), Route carried "on" structure: Alternate US 90, Year Built: 2001, Status: Open, Structure Length: 52.15m (171.10ft), Average Daily Traffic: 79,919 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 104,110 (year 2033), Design Load: HS 20, Features Intersected: WILLOWBEND/STELLA LINK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.224, Lanes on structure: 6, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 25.6m (84.0ft)
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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002709306, Location: 1.1 MI E OF S POST OAK (Lat: 29.654078, Lng: -95.446247), Route carried "on" structure: Alternate US 90, Year Built: 2001, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 37,180 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 52,050 (year 2033), Design Load: HS 20, Features Intersected: HIRAM CLARKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.738, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002709306, Location: 1.1 MI E OF S POST OAK (Lat: 29.654078, Lng: -95.446247), Route carried "on" structure: Alternate US 90, Year Built: 2001, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 37,180 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 52,050 (year 2033), Design Load: HS 20, Features Intersected: HIRAM CLARKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.738, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002709307, Location: 1.35 MI E OF S POST OAK (Lat: 29.657228, Lng: -95.442083), Route carried "on" structure: Alternate US 90, Year Built: 2000, Status: Open, Structure Length: 28.19m (92.49ft), Average Daily Traffic: 37,180 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 52,050 (year 2033), Design Load: HS 20, Features Intersected: HOLMES RD & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.102, Lanes on structure: 4, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 20.2m (66.3ft)
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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002709307, Location: 1.35 MI E OF S POST OAK (Lat: 29.657228, Lng: -95.442083), Route carried "on" structure: Alternate US 90, Year Built: 2000, Status: Open, Structure Length: 28.19m (92.49ft), Average Daily Traffic: 37,180 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 52,050 (year 2033), Design Load: HS 20, Features Intersected: HOLMES RD & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.102, Lanes on structure: 4, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 20.2m (66.3ft)
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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002709308, Location: 1.35 MI E OF S POST OAK (Lat: 29.656019, Lng: -95.441825), Route carried "on" structure: Alternate US 90, Year Built: 2001, Status: Open, Structure Length: 28.19m (92.49ft), Average Daily Traffic: 37,180 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 52,050 (year 2033), Design Load: HS 20, Features Intersected: HOLMES RD & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.102, Lanes on structure: 4, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 20.5m (67.3ft)
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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002709308, Location: 1.35 MI E OF S POST OAK (Lat: 29.656019, Lng: -95.441825), Route carried "on" structure: Alternate US 90, Year Built: 2001, Status: Open, Structure Length: 28.19m (92.49ft), Average Daily Traffic: 37,180 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 52,050 (year 2033), Design Load: HS 20, Features Intersected: HOLMES RD & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.102, Lanes on structure: 4, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 20.5m (67.3ft)
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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002709312, Location: US 90A AT SOUTH POST OAK (Lat: 29.647403, Lng: -95.463678), Route carried "on" structure: US 90, Year Built: 2007, Status: Open, Structure Length: 73.09m (239.80ft), Average Daily Traffic: 33,030 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 30,000 (year 2034), Design Load: HS 20, Features Intersected: S POST OAK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.744, Lanes on structure: 6, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 29 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 18, Length of Maximum Span: 57.0m (187.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 28.3m (92.8ft)
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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002709312, Location: US 90A AT SOUTH POST OAK (Lat: 29.647403, Lng: -95.463678), Route carried "on" structure: US 90, Year Built: 2007, Status: Open, Structure Length: 73.09m (239.80ft), Average Daily Traffic: 33,030 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 30,000 (year 2034), Design Load: HS 20, Features Intersected: S POST OAK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.744, Lanes on structure: 6, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 29 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 18, Length of Maximum Span: 57.0m (187.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 28.3m (92.8ft)
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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002709313, Location: US 90A AT CHIMNEY ROCK RD (Lat: 29.640353, Lng: -95.482294), Route carried "on" structure: Alternate State highway 90, Year Built: 2007, Status: Open, Structure Length: 43.25m (141.90ft), Average Daily Traffic: 31,000 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 34,100 (year 2034), Design Load: HS 20, Features Intersected: CHIMNEY ROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 6, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 29 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 96.0m (315.0ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 28.3m (92.8ft)
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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002709313, Location: US 90A AT CHIMNEY ROCK RD (Lat: 29.640353, Lng: -95.482294), Route carried "on" structure: Alternate State highway 90, Year Built: 2007, Status: Open, Structure Length: 43.25m (141.90ft), Average Daily Traffic: 31,000 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 34,100 (year 2034), Design Load: HS 20, Features Intersected: CHIMNEY ROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 6, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 29 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 96.0m (315.0ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 28.3m (92.8ft)
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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002709314, Location: US 90A AT HILLCROFT RD (Lat: 29.636278, Lng: -95.492969), Route carried "on" structure: US 90, Year Built: 2007, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 33,030 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 30,000 (year 2034), Design Load: HS 20, Features Intersected: HILLCROFT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.656, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 29 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Good, Superstructure: Very 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002709314, Location: US 90A AT HILLCROFT RD (Lat: 29.636278, Lng: -95.492969), Route carried "on" structure: US 90, Year Built: 2007, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 33,030 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 30,000 (year 2034), Design Load: HS 20, Features Intersected: HILLCROFT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.656, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 29 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Good, Superstructure: Very 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002709315, Location: 0.7 Mi NE of BW 8 (Lat: 29.630708, Lng: -95.507575), Route carried "on" structure: Alternate US 90, Year Built: 2007, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 44,440 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 62,220 (year 2033), Design Load: HS 20, Features Intersected: Fondren Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.121, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 29 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 28.3m (92.8ft)
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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002709315, Location: 0.7 Mi NE of BW 8 (Lat: 29.630708, Lng: -95.507575), Route carried "on" structure: Alternate US 90, Year Built: 2007, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 44,440 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 62,220 (year 2033), Design Load: HS 20, Features Intersected: Fondren Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.121, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 29 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 28.3m (92.8ft)
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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002710062, Location: 1.6 MI S OF IH 10 (Lat: 29.753350, Lng: -95.296628), Route carried "on" structure: Alternate US 90, Year Built: 1956, Year Reconstructed: 1996, Status: Open, Structure Length: 27.74m (91.01ft), Average Daily Traffic: 12,860 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 18,010 (year 2033), Design Load: HS 20, Features Intersected: BUFFALO BAYOU/ ZOLTOWSKI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.449, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Navigation Control: Yes ( Vertical Clearance: 14.3m (46.9ft), Horizontal Clearance: 71.3m (233.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 82.3m (270.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.74m (91.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $546,000, Roadway Improvement Cost: $137,000, Total Project Cost: $683,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002710062, Location: 1.6 MI S OF IH 10 (Lat: 29.753350, Lng: -95.296628), Route carried "on" structure: Alternate US 90, Year Built: 1956, Year Reconstructed: 1996, Status: Open, Structure Length: 27.74m (91.01ft), Average Daily Traffic: 12,860 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 18,010 (year 2033), Design Load: HS 20, Features Intersected: BUFFALO BAYOU/ ZOLTOWSKI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.449, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Navigation Control: Yes ( Vertical Clearance: 14.3m (46.9ft), Horizontal Clearance: 71.3m (233.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 82.3m (270.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.74m (91.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $546,000, Roadway Improvement Cost: $137,000, Total Project Cost: $683,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002710063, Location: 1.6 MI S OF IH 10 (Lat: 29.753811, Lng: -95.297447), Route carried "on" structure: Alternate US 90, Year Built: 1956, Year Reconstructed: 1996, Status: Open, Structure Length: 29.57m (97.01ft), Average Daily Traffic: 25,730 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 36,030 (year 2033), Design Load: HS 20, Features Intersected: BUFFALO BAYOU/ ZOLTOWSKI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.445, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Navigation Control: Yes ( Vertical Clearance: 14.3m (46.9ft), Horizontal Clearance: 71.3m (233.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 82.3m (270.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Serious, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 29.57m (97.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $580,000, Roadway Improvement Cost: $145,000, Total Project Cost: $725,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002710063, Location: 1.6 MI S OF IH 10 (Lat: 29.753811, Lng: -95.297447), Route carried "on" structure: Alternate US 90, Year Built: 1956, Year Reconstructed: 1996, Status: Open, Structure Length: 29.57m (97.01ft), Average Daily Traffic: 25,730 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 36,030 (year 2033), Design Load: HS 20, Features Intersected: BUFFALO BAYOU/ ZOLTOWSKI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.445, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Navigation Control: Yes ( Vertical Clearance: 14.3m (46.9ft), Horizontal Clearance: 71.3m (233.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 82.3m (270.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Serious, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 29.57m (97.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $580,000, Roadway Improvement Cost: $145,000, Total Project Cost: $725,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002710074, Location: 1.4 MI E OF SH 288 (Lat: 29.702519, Lng: -95.352822), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 6,585 (year 2016), Average Future Daily Traffic: 6,585 (year 2036), Features Intersected: US 90A (OST), Facility Carried by Structure: GRIGGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 25 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 79.2m (259.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002710074, Location: 1.4 MI E OF SH 288 (Lat: 29.702519, Lng: -95.352822), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 6,585 (year 2016), Average Future Daily Traffic: 6,585 (year 2036), Features Intersected: US 90A (OST), Facility Carried by Structure: GRIGGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 25 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 79.2m (259.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002710084, Location: 1.15 MI W OF IH 45 (Lat: 29.710228, Lng: -95.331203), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 15%, Average Future Daily Traffic: 1,500 (year 2028), Features Intersected: US 90A (OLD SPANISH TR), Facility Carried by Structure: PRODUCE ROW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.18m (13.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $19,000, Total Project Cost: $94,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002710084, Location: 1.15 MI W OF IH 45 (Lat: 29.710228, Lng: -95.331203), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 15%, Average Future Daily Traffic: 1,500 (year 2028), Features Intersected: US 90A (OLD SPANISH TR), Facility Carried by Structure: PRODUCE ROW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.18m (13.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $19,000, Total Project Cost: $94,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002710186, Location: 0.70 MI N OF IH 45 (Lat: 29.724778, Lng: -95.311272), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 4,910 (year 2011), Average Future Daily Traffic: 5,500 (year 2031), Features Intersected: US 90A (S WAYSIDE DR), Facility Carried by Structure: LAWNDALE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020002710186, Location: 0.70 MI N OF IH 45 (Lat: 29.724778, Lng: -95.311272), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 4,910 (year 2011), Average Future Daily Traffic: 5,500 (year 2031), Features Intersected: US 90A (S WAYSIDE DR), Facility Carried by Structure: LAWNDALE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020002710531, Location: 0.4 MI SW OF IH 45 (Lat: 29.710544, Lng: -95.319297), Route carried "on" structure: Alternate US 90, Year Built: 2010, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 9,470 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 13,260 (year 2033), Design Load: HS 20, Features Intersected: BRAYS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.951, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002710531, Location: 0.4 MI SW OF IH 45 (Lat: 29.710544, Lng: -95.319297), Route carried "on" structure: Alternate US 90, Year Built: 2010, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 9,470 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 13,260 (year 2033), Design Load: HS 20, Features Intersected: BRAYS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.951, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020002710532, Location: 5 MI N OF IH 45 (Lat: 29.757128, Lng: -95.294994), Route carried "on" structure: Alternate US 90, Year Built: 2012, Status: Open, Structure Length: 16.49m (54.10ft), Average Daily Traffic: 25,730 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 36,030 (year 2033), Design Load: HL 93, Features Intersected: Clinton Dr. & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.850, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020002710532, Location: 5 MI N OF IH 45 (Lat: 29.757128, Lng: -95.294994), Route carried "on" structure: Alternate US 90, Year Built: 2012, Status: Open, Structure Length: 16.49m (54.10ft), Average Daily Traffic: 25,730 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 36,030 (year 2033), Design Load: HL 93, Features Intersected: Clinton Dr. & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.850, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels