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: 121020B23569001, Location: 0.2 MI S OF IH 10 (Lat: 29.763178, Lng: -95.358406), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 9,430 (year 2018), Average Future Daily Traffic: 6,000 (year 2031), Design Load: H 20, Features Intersected: BUFFALO BAYOU, Facility Carried by Structure: FANNIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $7,000, Total Project Cost: $34,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020B23569001, Location: 0.2 MI S OF IH 10 (Lat: 29.763178, Lng: -95.358406), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 9,430 (year 2018), Average Future Daily Traffic: 6,000 (year 2031), Design Load: H 20, Features Intersected: BUFFALO BAYOU, Facility Carried by Structure: FANNIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $7,000, Total Project Cost: $34,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020B23569614, Location: 0.20 MI S OF HOLCOMBE (Lat: 29.702103, Lng: -95.402378), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 35,413 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 38,413 (year 2030), Features Intersected: BRAYS BAYOU, Facility Carried by Structure: FANNIN ST & RAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 29.7m (97.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $6,000, Total Project Cost: $31,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020B23569614, Location: 0.20 MI S OF HOLCOMBE (Lat: 29.702103, Lng: -95.402378), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 35,413 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 38,413 (year 2030), Features Intersected: BRAYS BAYOU, Facility Carried by Structure: FANNIN ST & RAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 29.7m (97.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $6,000, Total Project Cost: $31,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020B23689142, Location: 2.90 MI E OF HARDY RD (Lat: 30.009458, Lng: -95.361119), Route carried "on" structure: City street , Year Built: 1960, Status: Posted for load, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 3,040 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 725 (year 2035), Features Intersected: HCFCD DITCH K111-03-00, Facility Carried by Structure: FARRELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020B23689142, Location: 2.90 MI E OF HARDY RD (Lat: 30.009458, Lng: -95.361119), Route carried "on" structure: City street , Year Built: 1960, Status: Posted for load, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 3,040 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 725 (year 2035), Features Intersected: HCFCD DITCH K111-03-00, Facility Carried by Structure: FARRELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020B24081019, Location: 0.1 MI N OF BEECHNUT ST (Lat: 29.689797, Lng: -95.471889), Route carried "on" structure: City street , Year Built: 1964, Status: Posted for load, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,160 (year 2013), Average Future Daily Traffic: 2,112 (year 2033), Features Intersected: CYPRESS DITCH, Facility Carried by Structure: FERRIS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $9,000, Total Project Cost: $44,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020B24081019, Location: 0.1 MI N OF BEECHNUT ST (Lat: 29.689797, Lng: -95.471889), Route carried "on" structure: City street , Year Built: 1964, Status: Posted for load, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,160 (year 2013), Average Future Daily Traffic: 2,112 (year 2033), Features Intersected: CYPRESS DITCH, Facility Carried by Structure: FERRIS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $9,000, Total Project Cost: $44,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020B24121232, Location: 0.80 MI S OF MARKET ST (Lat: 29.759825, Lng: -95.255747), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 5,830 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,830 (year 2031), Features Intersected: TURKEY RUN GULLY, Facility Carried by Structure: FIDELITY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 121020B24121232, Location: 0.80 MI S OF MARKET ST (Lat: 29.759825, Lng: -95.255747), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 5,830 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,830 (year 2031), Features Intersected: TURKEY RUN GULLY, Facility Carried by Structure: FIDELITY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 121020B24585397, Location: 0.05 MI W OF E HOUSTN RD (Lat: 29.835375, Lng: -95.270906), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 920 (year 2015), Average Future Daily Traffic: 2,320 (year 2035), Features Intersected: KENNEDY GULLY, Facility Carried by Structure: FLINTRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020B24585397, Location: 0.05 MI W OF E HOUSTN RD (Lat: 29.835375, Lng: -95.270906), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 920 (year 2015), Average Future Daily Traffic: 2,320 (year 2035), Features Intersected: KENNEDY GULLY, Facility Carried by Structure: FLINTRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020B24809003, Location: 0.20 MI S OF BEECHNUT (Lat: 29.688819, Lng: -95.509081), Route carried "on" structure: City street 58, Year Built: 1966, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 13,960 (year 2014), Average Future Daily Traffic: 30,000 (year 2034), Features Intersected: COUNTRY CLUB DRAIN, Facility Carried by Structure: FONDREN RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.759, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), 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 replacement, Waterway Adequacy: Equal to 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 121020B24809003, Location: 0.20 MI S OF BEECHNUT (Lat: 29.688819, Lng: -95.509081), Route carried "on" structure: City street 58, Year Built: 1966, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 13,960 (year 2014), Average Future Daily Traffic: 30,000 (year 2034), Features Intersected: COUNTRY CLUB DRAIN, Facility Carried by Structure: FONDREN RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.759, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), 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 replacement, Waterway Adequacy: Equal to 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 121020B24809004, Location: 0.20 MI S OF BEECHNUT (Lat: 29.688828, Lng: -95.508833), Route carried "on" structure: City street 58, Year Built: 1966, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 13,960 (year 2014), Average Future Daily Traffic: 15,000 (year 2034), Features Intersected: COUNTRY CLUB DRAIN, Facility Carried by Structure: FONDREN RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.759, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, 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: Equal to 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 121020B24809004, Location: 0.20 MI S OF BEECHNUT (Lat: 29.688828, Lng: -95.508833), Route carried "on" structure: City street 58, Year Built: 1966, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 13,960 (year 2014), Average Future Daily Traffic: 15,000 (year 2034), Features Intersected: COUNTRY CLUB DRAIN, Facility Carried by Structure: FONDREN RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.759, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, 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: Equal to 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 121020B24809005, Location: 0.03 MI N OF BRAESWOOD (Lat: 29.675953, Lng: -95.508506), Route carried "on" structure: City street 58, Year Built: 1959, Year Reconstructed: 1977, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 30,120 (year 2014), Average Future Daily Traffic: 30,000 (year 2034), Features Intersected: BRAYS BYU, Facility Carried by Structure: FONDREN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.208, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.21m (17.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020B24809005, Location: 0.03 MI N OF BRAESWOOD (Lat: 29.675953, Lng: -95.508506), Route carried "on" structure: City street 58, Year Built: 1959, Year Reconstructed: 1977, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 30,120 (year 2014), Average Future Daily Traffic: 30,000 (year 2034), Features Intersected: BRAYS BYU, Facility Carried by Structure: FONDREN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.208, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.21m (17.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020B24809006, Location: 0.20 MI S OF W AIRPORT (Lat: 29.641619, Lng: -95.508119), Route carried "on" structure: City street 58, Year Built: 1988, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 8,000 (year 2014), Average Future Daily Traffic: 20,000 (year 2034), Features Intersected: HCFCD DITCH, Facility Carried by Structure: FONDREN RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.909, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $4,000, Total Project Cost: $19,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020B24809006, Location: 0.20 MI S OF W AIRPORT (Lat: 29.641619, Lng: -95.508119), Route carried "on" structure: City street 58, Year Built: 1988, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 8,000 (year 2014), Average Future Daily Traffic: 20,000 (year 2034), Features Intersected: HCFCD DITCH, Facility Carried by Structure: FONDREN RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.909, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $4,000, Total Project Cost: $19,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020B24809008, Location: 0.35 MI S OF US 90 (Lat: 29.625706, Lng: -95.507358), Route carried "on" structure: City street 58, Year Built: 1972, Status: Posted for load, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 10,830 (year 2014), Average Future Daily Traffic: 15,000 (year 2034), Features Intersected: SIMS BYU, Facility Carried by Structure: FONDREN RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.358, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 121020B24809008, Location: 0.35 MI S OF US 90 (Lat: 29.625706, Lng: -95.507358), Route carried "on" structure: City street 58, Year Built: 1972, Status: Posted for load, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 10,830 (year 2014), Average Future Daily Traffic: 15,000 (year 2034), Features Intersected: SIMS BYU, Facility Carried by Structure: FONDREN RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.358, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 121020B24809009, Location: 0.35 MI S OF US 90 (Lat: 29.625706, Lng: -95.507192), Route carried "on" structure: City street 58, Year Built: 1972, Status: Posted for load, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 10,830 (year 2014), Average Future Daily Traffic: 15,000 (year 2034), Features Intersected: SIMS BYU, Facility Carried by Structure: FONDREN RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.358, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 121020B24809009, Location: 0.35 MI S OF US 90 (Lat: 29.625706, Lng: -95.507192), Route carried "on" structure: City street 58, Year Built: 1972, Status: Posted for load, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 10,830 (year 2014), Average Future Daily Traffic: 15,000 (year 2034), Features Intersected: SIMS BYU, Facility Carried by Structure: FONDREN RD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.358, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 121020B24809015, Location: 0.20 MI S OF W AIRPIRT (Lat: 29.641939, Lng: -95.508431), Route carried "on" structure: City street , Year Built: 1972, Year Reconstructed: 1988, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 8,000 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 20,000 (year 2034), Features Intersected: HCFCD DITCH, Facility Carried by Structure: FONDREN RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.909, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, 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: 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 Cast-file-Place
Structure Number: 121020B24809015, Location: 0.20 MI S OF W AIRPIRT (Lat: 29.641939, Lng: -95.508431), Route carried "on" structure: City street , Year Built: 1972, Year Reconstructed: 1988, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 8,000 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 20,000 (year 2034), Features Intersected: HCFCD DITCH, Facility Carried by Structure: FONDREN RD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.909, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, 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: 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 Cast-file-Place
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Structure Number: 121020B2500923, Location: 0.50 MI S OF HARRISBURG (Lat: 29.728561, Lng: -95.299547), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 14,000 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 15,000 (year 2035), Design Load: HL 93, Features Intersected: BRAYS BAYOU, Facility Carried by Structure: FOREST HILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020B2500923, Location: 0.50 MI S OF HARRISBURG (Lat: 29.728561, Lng: -95.299547), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 14,000 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 15,000 (year 2035), Design Load: HL 93, Features Intersected: BRAYS BAYOU, Facility Carried by Structure: FOREST HILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020B25057001, Location: 0.90 MI S OF ALLENDALE RD (Lat: 29.671733, Lng: -95.241800), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 2,540 (year 2011), Average Future Daily Traffic: 3,000 (year 2031), Features Intersected: HCFCD DITCH, Facility Carried by Structure: FOREST OAKS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020B25057001, Location: 0.90 MI S OF ALLENDALE RD (Lat: 29.671733, Lng: -95.241800), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 2,540 (year 2011), Average Future Daily Traffic: 3,000 (year 2031), Features Intersected: HCFCD DITCH, Facility Carried by Structure: FOREST OAKS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020B25057512, Location: 0.50 MI S OF ALLENDALE RD (Lat: 29.676461, Lng: -95.243500), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 1,880 (year 2011), Average Future Daily Traffic: 2,200 (year 2031), Features Intersected: BERRY BAYOU, Facility Carried by Structure: FOREST OAKS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $27,000, Total Project Cost: $133,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020B25057512, Location: 0.50 MI S OF ALLENDALE RD (Lat: 29.676461, Lng: -95.243500), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 1,880 (year 2011), Average Future Daily Traffic: 2,200 (year 2031), Features Intersected: BERRY BAYOU, Facility Carried by Structure: FOREST OAKS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $27,000, Total Project Cost: $133,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020B25401001, Location: 0.30 MI W OF MAIN ST (Lat: 29.764539, Lng: -95.363078), Route carried "on" structure: City street , Year Built: 1914, Year Reconstructed: 1998, Status: Posted for load, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 14,649 (year 2015), Average Future Daily Traffic: 18,240 (year 2035), Features Intersected: BUFFALO BAYOU, Facility Carried by Structure: FRANKLIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 29 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 3, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 10.67m (35.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $10,000, Total Project Cost: $49,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020B25401001, Location: 0.30 MI W OF MAIN ST (Lat: 29.764539, Lng: -95.363078), Route carried "on" structure: City street , Year Built: 1914, Year Reconstructed: 1998, Status: Posted for load, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 14,649 (year 2015), Average Future Daily Traffic: 18,240 (year 2035), Features Intersected: BUFFALO BAYOU, Facility Carried by Structure: FRANKLIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 29 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 3, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 10.67m (35.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $10,000, Total Project Cost: $49,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020B25401002, Location: 0.35 MI W OF MAIN ST (Lat: 29.765022, Lng: -95.365400), Route carried "on" structure: City street , Year Built: 1931, Status: Posted for load, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 8,858 (year 2018), Average Future Daily Traffic: 18,240 (year 2035), Features Intersected: BUFFALO BAYOU, Facility Carried by Structure: FRANKLIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.1m (13.5ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $3,000, Total Project Cost: $16,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020B25401002, Location: 0.35 MI W OF MAIN ST (Lat: 29.765022, Lng: -95.365400), Route carried "on" structure: City street , Year Built: 1931, Status: Posted for load, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 8,858 (year 2018), Average Future Daily Traffic: 18,240 (year 2035), Features Intersected: BUFFALO BAYOU, Facility Carried by Structure: FRANKLIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.1m (13.5ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $3,000, Total Project Cost: $16,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020B25897002, Location: 0.4 MI E OF TELEPHONE RD (Lat: 29.611561, Lng: -95.278389), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 6,200 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 7,000 (year 2031), Features Intersected: HCFCD DITCH, Facility Carried by Structure: FUQUA ST EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.1m (33.1ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020B25897002, Location: 0.4 MI E OF TELEPHONE RD (Lat: 29.611561, Lng: -95.278389), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 6,200 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 7,000 (year 2031), Features Intersected: HCFCD DITCH, Facility Carried by Structure: FUQUA ST EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.1m (33.1ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020B25897003, Location: 1.00 MI W OF BEAMER RD (Lat: 29.611125, Lng: -95.245058), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,740 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 8,900 (year 2031), Features Intersected: HCFCD Unit A120-00-00, Facility Carried by Structure: FUQUA RD WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.943, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020B25897003, Location: 1.00 MI W OF BEAMER RD (Lat: 29.611125, Lng: -95.245058), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,740 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 8,900 (year 2031), Features Intersected: HCFCD Unit A120-00-00, Facility Carried by Structure: FUQUA RD WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.943, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020B25897004, Location: 1.00 MI W OF BEAMER RD (Lat: 29.610953, Lng: -95.244931), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 4,100 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 5,000 (year 2031), Features Intersected: HCFCD Unit A120-00-00, Facility Carried by Structure: FUQUA RD EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.943, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020B25897004, Location: 1.00 MI W OF BEAMER RD (Lat: 29.610953, Lng: -95.244931), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 4,100 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 5,000 (year 2031), Features Intersected: HCFCD Unit A120-00-00, Facility Carried by Structure: FUQUA RD EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.943, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020B25897515, Location: 0.10 MI W OF BEAMER RD (Lat: 29.611389, Lng: -95.230542), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 8,115 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 2,400 (year 2031), Features Intersected: HCFCD Unit A120-03-00, Facility Carried by Structure: FUQUA ST WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.311, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 121020B25897515, Location: 0.10 MI W OF BEAMER RD (Lat: 29.611389, Lng: -95.230542), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 8,115 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 2,400 (year 2031), Features Intersected: HCFCD Unit A120-03-00, Facility Carried by Structure: FUQUA ST WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.311, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 121020B25897644, Location: 0.1 MI W OF BEAMER (Lat: 29.611219, Lng: -95.230417), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 8,115 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 8,925 (year 2031), Features Intersected: HCFCD A120-03-00, Facility Carried by Structure: FUQUA ST EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.311, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020B25897644, Location: 0.1 MI W OF BEAMER (Lat: 29.611219, Lng: -95.230417), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 8,115 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 8,925 (year 2031), Features Intersected: HCFCD A120-03-00, Facility Carried by Structure: FUQUA ST EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.311, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020B25897901, Location: 0.4 MI E OF TELEPHONE RD (Lat: 29.611714, Lng: -95.278381), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 6,200 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 7,000 (year 2031), Features Intersected: HCFCD DITCH, Facility Carried by Structure: FUQUA ST WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020B25897901, Location: 0.4 MI E OF TELEPHONE RD (Lat: 29.611714, Lng: -95.278381), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 6,200 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 7,000 (year 2031), Features Intersected: HCFCD DITCH, Facility Carried by Structure: FUQUA ST WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020B25905001, Location: 2.15 MI E OF S POST OAK (Lat: 29.613386, Lng: -95.430139), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 8,770 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 8,770 (year 2031), Features Intersected: HCFCD C143-00-00, Facility Carried by Structure: W FUQUA RD EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), 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 Precast Panels
Structure Number: 121020B25905001, Location: 2.15 MI E OF S POST OAK (Lat: 29.613386, Lng: -95.430139), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 8,770 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 8,770 (year 2031), Features Intersected: HCFCD C143-00-00, Facility Carried by Structure: W FUQUA RD EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), 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 Precast Panels
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Structure Number: 121020B25905002, Location: 2.15 MI E OF S POST OAK (Lat: 29.613503, Lng: -95.430158), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 8,770 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 8,770 (year 2031), Features Intersected: HCFCD C143-00-00, Facility Carried by Structure: W FUQUA RD WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $7,000, Total Project Cost: $36,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020B25905002, Location: 2.15 MI E OF S POST OAK (Lat: 29.613503, Lng: -95.430158), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 8,770 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 8,770 (year 2031), Features Intersected: HCFCD C143-00-00, Facility Carried by Structure: W FUQUA RD WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $7,000, Total Project Cost: $36,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020B25905003, Location: 1.50 MI E OF S POST OAK (Lat: 29.613258, Lng: -95.440569), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 8,770 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 8,770 (year 2031), Design Load: HS 20, Features Intersected: HCFCD C144-00-00, Facility Carried by Structure: W FUQUA RD EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020B25905003, Location: 1.50 MI E OF S POST OAK (Lat: 29.613258, Lng: -95.440569), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 8,770 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 8,770 (year 2031), Design Load: HS 20, Features Intersected: HCFCD C144-00-00, Facility Carried by Structure: W FUQUA RD EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020B25905004, Location: 1.50 MI E OF S POST OAK (Lat: 29.613425, Lng: -95.440569), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 8,770 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 8,770 (year 2031), Design Load: HS 20, Features Intersected: HCFCD C144-00-00, Facility Carried by Structure: W FUQUA RD WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020B25905004, Location: 1.50 MI E OF S POST OAK (Lat: 29.613425, Lng: -95.440569), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 8,770 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 8,770 (year 2031), Design Load: HS 20, Features Intersected: HCFCD C144-00-00, Facility Carried by Structure: W FUQUA RD WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020B25905005, Location: 0.90 MI E OF S POST OAK (Lat: 29.613131, Lng: -95.451178), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 8,770 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 8,770 (year 2031), Features Intersected: HCFCD Unit C145-00-00, Facility Carried by Structure: W FUQUA RD EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020B25905005, Location: 0.90 MI E OF S POST OAK (Lat: 29.613131, Lng: -95.451178), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 8,770 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 8,770 (year 2031), Features Intersected: HCFCD Unit C145-00-00, Facility Carried by Structure: W FUQUA RD EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020B25905299, Location: 0.90 MI E OF S POST OAK (Lat: 29.613369, Lng: -95.451019), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 5,370 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 8,770 (year 2031), Features Intersected: HCFCD Unit C145-00-00, Facility Carried by Structure: W FUQUA RD WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020B25905299, Location: 0.90 MI E OF S POST OAK (Lat: 29.613369, Lng: -95.451019), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 5,370 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 8,770 (year 2031), Features Intersected: HCFCD Unit C145-00-00, Facility Carried by Structure: W FUQUA RD WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020B25905625, Location: 0.30 MI E OF S POST OAK (Lat: 29.614225, Lng: -95.460811), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 10,390 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 11,762 (year 2031), Features Intersected: HCFCD Unit C147-00-00, Facility Carried by Structure: FUQUA GARDEN VIEW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020B25905625, Location: 0.30 MI E OF S POST OAK (Lat: 29.614225, Lng: -95.460811), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 10,390 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 11,762 (year 2031), Features Intersected: HCFCD Unit C147-00-00, Facility Carried by Structure: FUQUA GARDEN VIEW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020B25905626, Location: 0.20 MI E OF S POST OAK (Lat: 29.612417, Lng: -95.461294), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 5,000 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2031), Design Load: HS 20, Features Intersected: HCFCD Unit C147-00-00, Facility Carried by Structure: W FUQUA WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
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: High priority of replacement, Waterway Adequacy: Equal to present desirable 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: September 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: 121020B25905626, Location: 0.20 MI E OF S POST OAK (Lat: 29.612417, Lng: -95.461294), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 5,000 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2031), Design Load: HS 20, Features Intersected: HCFCD Unit C147-00-00, Facility Carried by Structure: W FUQUA WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
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: High priority of replacement, Waterway Adequacy: Equal to present desirable 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: September 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: 121020B25905627, Location: 0.20 MI E OF S POST OAK (Lat: 29.612219, Lng: -95.461303), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 5,000 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2031), Design Load: HS 20, Features Intersected: HCFCD Unit C147-00-00, Facility Carried by Structure: W FUQUA EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
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: High priority of replacement, Waterway Adequacy: Equal to present desirable 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: September 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: 121020B25905627, Location: 0.20 MI E OF S POST OAK (Lat: 29.612219, Lng: -95.461303), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 5,000 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2031), Design Load: HS 20, Features Intersected: HCFCD Unit C147-00-00, Facility Carried by Structure: W FUQUA EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
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: High priority of replacement, Waterway Adequacy: Equal to present desirable 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: September 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: 121020B25913119, Location: 0.20 MI W OF E HOUSTN RD (Lat: 29.829817, Lng: -95.273450), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 533 (year 2015), Average Future Daily Traffic: 684 (year 2035), Features Intersected: KENNEDY GULLY, Facility Carried by Structure: FURRAY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020B25913119, Location: 0.20 MI W OF E HOUSTN RD (Lat: 29.829817, Lng: -95.273450), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 533 (year 2015), Average Future Daily Traffic: 684 (year 2035), Features Intersected: KENNEDY GULLY, Facility Carried by Structure: FURRAY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020B26105001, Location: 0.05 MI NW OF IH 610 (Lat: 29.706219, Lng: -95.274681), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1969, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 9,620 (year 2012), Average Future Daily Traffic: 10,000 (year 2029), Features Intersected: PLUM CREEK, Facility Carried by Structure: GALVESTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020B26105001, Location: 0.05 MI NW OF IH 610 (Lat: 29.706219, Lng: -95.274681), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1969, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 9,620 (year 2012), Average Future Daily Traffic: 10,000 (year 2029), Features Intersected: PLUM CREEK, Facility Carried by Structure: GALVESTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020B26105002, Location: 0.80 MI SE OF IH 610E (Lat: 29.695908, Lng: -95.265311), Route carried "on" structure: City street , Year Built: 1945, Year Reconstructed: 1970, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 15,100 (year 2013), Average Future Daily Traffic: 18,000 (year 2035), Features Intersected: PINE GULLY, Facility Carried by Structure: GALVESTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020B26105002, Location: 0.80 MI SE OF IH 610E (Lat: 29.695908, Lng: -95.265311), Route carried "on" structure: City street , Year Built: 1945, Year Reconstructed: 1970, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 15,100 (year 2013), Average Future Daily Traffic: 18,000 (year 2035), Features Intersected: PINE GULLY, Facility Carried by Structure: GALVESTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121020B26105003, Location: 1.10 MI SE OF IH 610E (Lat: 29.692222, Lng: -95.261861), Route carried "on" structure: City street , Year Built: 1984, Status: Posted for load, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 9,270 (year 2013), Average Future Daily Traffic: 15,000 (year 2035), Features Intersected: SIMS BAYOU, Facility Carried by Structure: GALVESTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: December 2017, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $7,000, Total Project Cost: $34,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020B26105003, Location: 1.10 MI SE OF IH 610E (Lat: 29.692222, Lng: -95.261861), Route carried "on" structure: City street , Year Built: 1984, Status: Posted for load, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 9,270 (year 2013), Average Future Daily Traffic: 15,000 (year 2035), Features Intersected: SIMS BAYOU, Facility Carried by Structure: GALVESTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: December 2017, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $7,000, Total Project Cost: $34,000, Deck Structure Type: Concrete Cast-file-Place