Bridge Statistics for Dallas, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 2,261Number of bridges
- 72,543ft / 22,111mTotal length
- $33,885,000Total costs
- 88,061,851Total average daily traffic
- 7,109,036Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Dallas
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 51910-1919
- 61920-1929
- 481930-1939
- 361940-1949
- 2151950-1959
- 5271960-1969
- 5041970-1979
- 2031980-1989
- 1981990-1999
- 1842000-2009
- 2852010-2019
- 492020-2022
- Reconstructed bridges - Historical Statistics
- 21920-1929
- 01930-1939
- 11940-1949
- 131950-1959
- 321960-1969
- 501970-1979
- 341980-1989
- 231990-1999
- 202000-2009
- 62010-2019
- Bridge Condition - Deck
- 3.2%Excellent
- 54.5%Very good
- 31.2%Good
- 9.9%Satisfactory
- 1.2%Fair
- 0.7%Poor
- Bridge Condition - Superstructure
- 15.2%Excellent
- 47.1%Very good
- 30.3%Good
- 5.8%Satisfactory
- 1.4%Fair
- 0.4%Poor
- Bridge Condition - Substructure
- 5.8%Excellent
- 41.3%Very good
- 43.1%Good
- 9.3%Satisfactory
- 0.6%Fair
- 0.3%Poor
- Bridge Condition - Channel
- 4.6%Very good
- 35.8%Good
- 43.1%Satisfactory
- 15.0%Fair
- 1.4%Poor
- Bridge Condition - Culverts
- 37.4%Very good
- 56.5%Good
- 5.3%Satisfactory
- 0.8%Fair
- 0.3%Poor
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Structure Number: 1805709F4040001, Location: 0.25 MI E OF DOWDY FERRY (Lat: 32.697892, Lng: -96.674486), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,060 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 3,700 (year 2031), Features Intersected: PRAIRIE CREEK, Facility Carried by Structure: FIRESIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1805709F4040001, Location: 0.25 MI E OF DOWDY FERRY (Lat: 32.697892, Lng: -96.674486), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,060 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 3,700 (year 2031), Features Intersected: PRAIRIE CREEK, Facility Carried by Structure: FIRESIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709F4040002, Location: 0.5 MI W OF ST AUGUSTIN (Lat: 32.697944, Lng: -96.662483), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 900 (year 2011), Average Future Daily Traffic: 1,200 (year 2031), Features Intersected: PRAIRIE CREEK TRIBUTARY, Facility Carried by Structure: FIRESIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1805709F4040002, Location: 0.5 MI W OF ST AUGUSTIN (Lat: 32.697944, Lng: -96.662483), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 900 (year 2011), Average Future Daily Traffic: 1,200 (year 2031), Features Intersected: PRAIRIE CREEK TRIBUTARY, Facility Carried by Structure: FIRESIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709F4240001, Location: 1.0 MI S.E. OF ABRAMS (Lat: 32.844706, Lng: -96.738833), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,960 (year 2015), Average Future Daily Traffic: 3,100 (year 2035), Features Intersected: WILLIAMSON CREEK, Facility Carried by Structure: FISHER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 1805709F4240001, Location: 1.0 MI S.E. OF ABRAMS (Lat: 32.844706, Lng: -96.738833), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,960 (year 2015), Average Future Daily Traffic: 3,100 (year 2035), Features Intersected: WILLIAMSON CREEK, Facility Carried by Structure: FISHER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 1805709F4240002, Location: INT OF BRANCHFIELD/FISHER (Lat: 32.837808, Lng: -96.731558), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,620 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 2,600 (year 2035), Features Intersected: WILLIAMSON CREEK, Facility Carried by Structure: FISHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1805709F4240002, Location: INT OF BRANCHFIELD/FISHER (Lat: 32.837808, Lng: -96.731558), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,620 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 2,600 (year 2035), Features Intersected: WILLIAMSON CREEK, Facility Carried by Structure: FISHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709F4360011, Location: 0.25 MI S OF HASKELL AVE (Lat: 32.780317, Lng: -96.748561), Route carried "on" structure: City street 87, Year Built: 1973, Status: Open, Structure Length: 18.14m (59.51ft), Average Daily Traffic: 7,500 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 20,000 (year 2031), Features Intersected: PARKING LOT, Facility Carried by Structure: S FITZHUGH AVE NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.699, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 52.4m (171.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.14m (59.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 1805709F4360011, Location: 0.25 MI S OF HASKELL AVE (Lat: 32.780317, Lng: -96.748561), Route carried "on" structure: City street 87, Year Built: 1973, Status: Open, Structure Length: 18.14m (59.51ft), Average Daily Traffic: 7,500 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 20,000 (year 2031), Features Intersected: PARKING LOT, Facility Carried by Structure: S FITZHUGH AVE NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.699, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 52.4m (171.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.14m (59.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 1805709F4360012, Location: 0.25 MI S OF HASKELL AVE (Lat: 32.780297, Lng: -96.748322), Route carried "on" structure: City street 87, Year Built: 1973, Status: Posted for load, Structure Length: 18.14m (59.51ft), Average Daily Traffic: 7,500 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 20,000 (year 2031), Features Intersected: PARKING LOT, Facility Carried by Structure: S FITZHUGH AVE SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.699, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 52.4m (171.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, 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: 18.14m (59.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 1805709F4360012, Location: 0.25 MI S OF HASKELL AVE (Lat: 32.780297, Lng: -96.748322), Route carried "on" structure: City street 87, Year Built: 1973, Status: Posted for load, Structure Length: 18.14m (59.51ft), Average Daily Traffic: 7,500 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 20,000 (year 2031), Features Intersected: PARKING LOT, Facility Carried by Structure: S FITZHUGH AVE SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.699, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 52.4m (171.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, 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: 18.14m (59.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 1805709F4680001, Location: 0.15 MI W OF HAMPTON RD (Lat: 32.702128, Lng: -96.854900), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 950 (year 2011), Average Future Daily Traffic: 1,200 (year 2031), Features Intersected: CROW CREEK, Facility Carried by Structure: FIVE MILE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1805709F4680001, Location: 0.15 MI W OF HAMPTON RD (Lat: 32.702128, Lng: -96.854900), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 950 (year 2011), Average Future Daily Traffic: 1,200 (year 2031), Features Intersected: CROW CREEK, Facility Carried by Structure: FIVE MILE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1805709F5680001, Location: 0.2 MI N OF FOREST LANE (Lat: 32.911292, Lng: -96.758131), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 7,060 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 12,000 (year 2035), Features Intersected: FLOYD BRANCH, Facility Carried by Structure: TI BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1805709F5680001, Location: 0.2 MI N OF FOREST LANE (Lat: 32.911292, Lng: -96.758131), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 7,060 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 12,000 (year 2035), Features Intersected: FLOYD BRANCH, Facility Carried by Structure: TI BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709F6050001, Location: 0.15 MI NW OF EDD RD (Lat: 32.668256, Lng: -96.623881), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 420 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 600 (year 2031), Features Intersected: HARWOOD BRANCH, Facility Carried by Structure: FOOTHILL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1805709F6050001, Location: 0.15 MI NW OF EDD RD (Lat: 32.668256, Lng: -96.623881), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 420 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 600 (year 2031), Features Intersected: HARWOOD BRANCH, Facility Carried by Structure: FOOTHILL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709F6160001, Location: 0.60 MI SW OF ILLINOIS (Lat: 32.710758, Lng: -96.773611), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 1974, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 4,730 (year 2011), Average Future Daily Traffic: 8,510 (year 2031), Features Intersected: HONEY SPRINGS BRANCH, Facility Carried by Structure: FORDHAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.982, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1805709F6160001, Location: 0.60 MI SW OF ILLINOIS (Lat: 32.710758, Lng: -96.773611), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 1974, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 4,730 (year 2011), Average Future Daily Traffic: 8,510 (year 2031), Features Intersected: HONEY SPRINGS BRANCH, Facility Carried by Structure: FORDHAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.982, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709F6680003, Location: 1.7 MI W OF DNT (Lat: 32.909394, Lng: -96.846653), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 28,130 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 39,382 (year 2037), Features Intersected: JOES CREEK, Facility Carried by Structure: FOREST LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.973, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 1805709F6680003, Location: 1.7 MI W OF DNT (Lat: 32.909394, Lng: -96.846653), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 28,130 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 39,382 (year 2037), Features Intersected: JOES CREEK, Facility Carried by Structure: FOREST LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.973, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 1805709F6680004, Location: 0.3 MI W OF DALLAS TOLLWY (Lat: 32.909419, Lng: -96.820450), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 15,089 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 21,124 (year 2037), Features Intersected: BACHMAN CREEK, Facility Carried by Structure: FOREST LANE EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.371, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 1805709F6680004, Location: 0.3 MI W OF DALLAS TOLLWY (Lat: 32.909419, Lng: -96.820450), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 15,089 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 21,124 (year 2037), Features Intersected: BACHMAN CREEK, Facility Carried by Structure: FOREST LANE EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.371, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 1805709F6680005, Location: 0.3 MI W OF DALLAS TOLL (Lat: 32.909642, Lng: -96.820094), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 10,090 (year 2011), Average Future Daily Traffic: 15,670 (year 2031), Features Intersected: BACHMAN CREEK, Facility Carried by Structure: FOREST LANE WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.371, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 13.0m (42.7ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 1805709F6680005, Location: 0.3 MI W OF DALLAS TOLL (Lat: 32.909642, Lng: -96.820094), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 10,090 (year 2011), Average Future Daily Traffic: 15,670 (year 2031), Features Intersected: BACHMAN CREEK, Facility Carried by Structure: FOREST LANE WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.371, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 13.0m (42.7ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 1805709F6680007, Location: 0.20 MI E OF US 75 (Lat: 32.909275, Lng: -96.764897), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 8,300 (year 2012), Average Future Daily Traffic: 18,000 (year 2030), Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: FOREST LANE EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.247, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, 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: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1805709F6680007, Location: 0.20 MI E OF US 75 (Lat: 32.909275, Lng: -96.764897), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 8,300 (year 2012), Average Future Daily Traffic: 18,000 (year 2030), Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: FOREST LANE EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.247, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, 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: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1805709F6680008, Location: 0.60 MI W OF HILLCREST RD (Lat: 32.909494, Lng: -96.795514), Route carried "on" structure: City street 78, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 16,600 (year 2012), Average Future Daily Traffic: 20,000 (year 2030), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: FOREST LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.527, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000
Structure Number: 1805709F6680008, Location: 0.60 MI W OF HILLCREST RD (Lat: 32.909494, Lng: -96.795514), Route carried "on" structure: City street 78, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 16,600 (year 2012), Average Future Daily Traffic: 20,000 (year 2030), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: FOREST LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.527, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000
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Structure Number: 1805709F6680011, Location: 0.5 MI E OF US 75 (Lat: 32.909125, Lng: -96.760469), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 8,300 (year 2011), Average Future Daily Traffic: 24,000 (year 2031), Features Intersected: FLOYD BRANCH, Facility Carried by Structure: FOREST LN EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.003, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.47m (24.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1805709F6680011, Location: 0.5 MI E OF US 75 (Lat: 32.909125, Lng: -96.760469), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 8,300 (year 2011), Average Future Daily Traffic: 24,000 (year 2031), Features Intersected: FLOYD BRANCH, Facility Carried by Structure: FOREST LN EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.003, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.47m (24.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1805709F6680012, Location: 0.30 MI W OF HILLCREST RD (Lat: 32.909550, Lng: -96.793703), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 16,600 (year 2012), Average Future Daily Traffic: 18,000 (year 2030), Design Load: HS 20, Features Intersected: KING OF GLORY BRANCH, Facility Carried by Structure: FOREST/HIGH FOREST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.171, Lanes on structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 26 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $2,000, Total Project Cost: $10,000
Structure Number: 1805709F6680012, Location: 0.30 MI W OF HILLCREST RD (Lat: 32.909550, Lng: -96.793703), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 16,600 (year 2012), Average Future Daily Traffic: 18,000 (year 2030), Design Load: HS 20, Features Intersected: KING OF GLORY BRANCH, Facility Carried by Structure: FOREST/HIGH FOREST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.171, Lanes on structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 26 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $2,000, Total Project Cost: $10,000
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Structure Number: 1805709F6680013, Location: 0.2 MI E OF IH 635 (Lat: 32.909033, Lng: -96.728414), Route carried "on" structure: City street , Year Built: 1947, Year Reconstructed: 1992, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 16,600 (year 2011), Average Future Daily Traffic: 18,000 (year 2031), Features Intersected: FERRIS CREEK, Facility Carried by Structure: FOREST LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.916, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1805709F6680013, Location: 0.2 MI E OF IH 635 (Lat: 32.909033, Lng: -96.728414), Route carried "on" structure: City street , Year Built: 1947, Year Reconstructed: 1992, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 16,600 (year 2011), Average Future Daily Traffic: 18,000 (year 2031), Features Intersected: FERRIS CREEK, Facility Carried by Structure: FOREST LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.916, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709F6680014, Location: 350' E. OF AUDELIA RD. (Lat: 32.909392, Lng: -96.716775), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 16,600 (year 2011), Average Future Daily Traffic: 20,000 (year 2031), Design Load: HS 20, Features Intersected: AUDELIA BRANCH, Facility Carried by Structure: FOREST LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.027, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1805709F6680014, Location: 350' E. OF AUDELIA RD. (Lat: 32.909392, Lng: -96.716775), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 16,600 (year 2011), Average Future Daily Traffic: 20,000 (year 2031), Design Load: HS 20, Features Intersected: AUDELIA BRANCH, Facility Carried by Structure: FOREST LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.027, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1805709F6680015, Location: 0.30 MI E OF HILLCREST RD (Lat: 32.909836, Lng: -96.781350), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 8,300 (year 2012), Average Future Daily Traffic: 12,000 (year 2030), Design Load: HS 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: FOREST LN EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.946, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1805709F6680015, Location: 0.30 MI E OF HILLCREST RD (Lat: 32.909836, Lng: -96.781350), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 8,300 (year 2012), Average Future Daily Traffic: 12,000 (year 2030), Design Load: HS 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: FOREST LN EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.946, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709F6680016, Location: 0.30 MI E OF HILLCREST RD (Lat: 32.909797, Lng: -96.781356), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 4,150 (year 2012), Average Future Daily Traffic: 12,000 (year 2030), Design Load: HS 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: FOREST LN WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.946, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: 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: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1805709F6680016, Location: 0.30 MI E OF HILLCREST RD (Lat: 32.909797, Lng: -96.781356), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 4,150 (year 2012), Average Future Daily Traffic: 12,000 (year 2030), Design Load: HS 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: FOREST LN WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.946, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: 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: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709F6680017, Location: 1.35 MI E OF IH 635 (Lat: 32.909189, Lng: -96.708617), Route carried "on" structure: City street 78, Year Built: 1955, Year Reconstructed: 1989, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 11,970 (year 2016), Average Future Daily Traffic: 16,110 (year 2036), Features Intersected: BNSF RR, Facility Carried by Structure: FOREST LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.903, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1805709F6680017, Location: 1.35 MI E OF IH 635 (Lat: 32.909189, Lng: -96.708617), Route carried "on" structure: City street 78, Year Built: 1955, Year Reconstructed: 1989, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 11,970 (year 2016), Average Future Daily Traffic: 16,110 (year 2036), Features Intersected: BNSF RR, Facility Carried by Structure: FOREST LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.903, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1805709F6680018, Location: 0.35 MI W OF US 75 (Lat: 32.909739, Lng: -96.775481), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 4,150 (year 2012), Average Future Daily Traffic: 12,000 (year 2030), Features Intersected: WHITE ROCK CREEK, Facility Carried by Structure: FOREST LANE EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.716, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 8.23m (27.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $5,000, Total Project Cost: $23,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1805709F6680018, Location: 0.35 MI W OF US 75 (Lat: 32.909739, Lng: -96.775481), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 4,150 (year 2012), Average Future Daily Traffic: 12,000 (year 2030), Features Intersected: WHITE ROCK CREEK, Facility Carried by Structure: FOREST LANE EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.716, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 8.23m (27.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $5,000, Total Project Cost: $23,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1805709F6680019, Location: 0.35 MI W OF US 75 (Lat: 32.909683, Lng: -96.775464), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 4,150 (year 2012), Average Future Daily Traffic: 12,000 (year 2030), Features Intersected: WHITE ROCK CREEK, Facility Carried by Structure: FOREST LANE WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.716, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 8.23m (27.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $5,000, Total Project Cost: $23,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1805709F6680019, Location: 0.35 MI W OF US 75 (Lat: 32.909683, Lng: -96.775464), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 4,150 (year 2012), Average Future Daily Traffic: 12,000 (year 2030), Features Intersected: WHITE ROCK CREEK, Facility Carried by Structure: FOREST LANE WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.716, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 8.23m (27.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $5,000, Total Project Cost: $23,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1805709F6680026, Location: 0.2 MI E OF US 75 (Lat: 32.909219, Lng: -96.764894), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 8,300 (year 2012), Average Future Daily Traffic: 18,000 (year 2030), Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: FOREST LANE WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.247, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, 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: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1805709F6680026, Location: 0.2 MI E OF US 75 (Lat: 32.909219, Lng: -96.764894), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 8,300 (year 2012), Average Future Daily Traffic: 18,000 (year 2030), Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: FOREST LANE WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.247, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, 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: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1805709F6680027, Location: 0.5 MI E OF US 75 (Lat: 32.909333, Lng: -96.759258), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 8,300 (year 2011), Average Future Daily Traffic: 18,000 (year 2031), Features Intersected: FLOYD BRANCH, Facility Carried by Structure: FOREST LANE WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.003, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 13.2m (43.3ft)
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, Length Of Structure Improvement: 7.47m (24.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1805709F6680027, Location: 0.5 MI E OF US 75 (Lat: 32.909333, Lng: -96.759258), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 8,300 (year 2011), Average Future Daily Traffic: 18,000 (year 2031), Features Intersected: FLOYD BRANCH, Facility Carried by Structure: FOREST LANE WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.003, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 13.2m (43.3ft)
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, Length Of Structure Improvement: 7.47m (24.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1805709F7240001, Location: 0.50 MI E OF LP 12 (Lat: 32.777894, Lng: -96.674639), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 4,000 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2031), Features Intersected: PRAIRIE CREEK, Facility Carried by Structure: FORNEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: Monolithic Concrete
Structure Number: 1805709F7240001, Location: 0.50 MI E OF LP 12 (Lat: 32.777894, Lng: -96.674639), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 4,000 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2031), Features Intersected: PRAIRIE CREEK, Facility Carried by Structure: FORNEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: Monolithic Concrete
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Structure Number: 1805709F7325003, Location: 0.8 MI W OF IH 35E (Lat: 32.774925, Lng: -96.822978), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 14,026 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 19,720 (year 2037), Features Intersected: BECKLEY AVE, Facility Carried by Structure: COMMERCE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1805709F7325003, Location: 0.8 MI W OF IH 35E (Lat: 32.774925, Lng: -96.822978), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 14,026 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 19,720 (year 2037), Features Intersected: BECKLEY AVE, Facility Carried by Structure: COMMERCE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709F7325005, Location: 0.15 W OF RIVER FRONT (Lat: 32.775050, Lng: -96.821567), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 60.02m (196.92ft), Average Daily Traffic: 14,086 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 19,720 (year 2037), Features Intersected: TRINITY RIVER, Facility Carried by Structure: COMMERCE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.260, Lanes on structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 33, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.9m (71.9ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 60.02m (196.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1805709F7325005, Location: 0.15 W OF RIVER FRONT (Lat: 32.775050, Lng: -96.821567), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 60.02m (196.92ft), Average Daily Traffic: 14,086 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 19,720 (year 2037), Features Intersected: TRINITY RIVER, Facility Carried by Structure: COMMERCE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.260, Lanes on structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 33, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.9m (71.9ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 60.02m (196.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709F7610002, Location: 0.50 MI S OF SKYLINE (Lat: 32.728494, Lng: -96.985881), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 1964, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 8,388 (year 2019), Average Future Daily Traffic: 9,000 (year 2031), Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: SE 14th ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), 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: 17.6m (57.7ft)
Condition: Deck: Good, 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: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1805709F7610002, Location: 0.50 MI S OF SKYLINE (Lat: 32.728494, Lng: -96.985881), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 1964, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 8,388 (year 2019), Average Future Daily Traffic: 9,000 (year 2031), Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: SE 14th ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), 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: 17.6m (57.7ft)
Condition: Deck: Good, 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: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709F8080001, Location: 0.10 MI NE OF SECOND AVE (Lat: 32.769806, Lng: -96.751636), Route carried "on" structure: City street , Year Built: 1969, Year Reconstructed: 1980, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,000 (year 2011), Average Future Daily Traffic: 1,200 (year 2031), Features Intersected: PEAKS BRANCH, Facility Carried by Structure: FRANK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.7m (38.4ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1805709F8080001, Location: 0.10 MI NE OF SECOND AVE (Lat: 32.769806, Lng: -96.751636), Route carried "on" structure: City street , Year Built: 1969, Year Reconstructed: 1980, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,000 (year 2011), Average Future Daily Traffic: 1,200 (year 2031), Features Intersected: PEAKS BRANCH, Facility Carried by Structure: FRANK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.7m (38.4ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1805709G0300001, Location: 0.1 MI WEST OF FUREY ST (Lat: 32.784683, Lng: -96.878078), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 340 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 340 (year 2037), Features Intersected: DRAINAGE CHANNEL, Facility Carried by Structure: GALLAGHER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1805709G0300001, Location: 0.1 MI WEST OF FUREY ST (Lat: 32.784683, Lng: -96.878078), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 340 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 340 (year 2037), Features Intersected: DRAINAGE CHANNEL, Facility Carried by Structure: GALLAGHER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805709G1470001, Location: 0.15 MI E OF JIM MILLER (Lat: 32.708506, Lng: -96.697156), Route carried "on" structure: City street , Year Built: 1970, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,480 (year 2011), Average Future Daily Traffic: 2,670 (year 2031), Features Intersected: ELAM CREEK, Facility Carried by Structure: GAYGLEN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Total Project Cost: $32,000
Structure Number: 1805709G1470001, Location: 0.15 MI E OF JIM MILLER (Lat: 32.708506, Lng: -96.697156), Route carried "on" structure: City street , Year Built: 1970, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,480 (year 2011), Average Future Daily Traffic: 2,670 (year 2031), Features Intersected: ELAM CREEK, Facility Carried by Structure: GAYGLEN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Total Project Cost: $32,000
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Structure Number: 1805709G3180001, Location: 0.15 MI S OF LK JUNE RD (Lat: 32.732319, Lng: -96.661856), Route carried "on" structure: City street , Year Built: 1963, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 430 (year 2011), Average Future Daily Traffic: 750 (year 2031), Features Intersected: PRAIRIE CREEK TRIBUTARY, Facility Carried by Structure: GLENCLIFF DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 1805709G3180001, Location: 0.15 MI S OF LK JUNE RD (Lat: 32.732319, Lng: -96.661856), Route carried "on" structure: City street , Year Built: 1963, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 430 (year 2011), Average Future Daily Traffic: 750 (year 2031), Features Intersected: PRAIRIE CREEK TRIBUTARY, Facility Carried by Structure: GLENCLIFF DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 1805709G3270001, Location: 0.03 MI W OF ABLES LN (Lat: 32.889639, Lng: -96.894644), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 896 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 1,254 (year 2037), Features Intersected: GALLOWAY BRANCH, Facility Carried by Structure: GLENDA LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 1805709G3270001, Location: 0.03 MI W OF ABLES LN (Lat: 32.889639, Lng: -96.894644), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 896 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 1,254 (year 2037), Features Intersected: GALLOWAY BRANCH, Facility Carried by Structure: GLENDA LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 1805709G4600001, Location: 0.01 MI S OF WALNUT HILL (Lat: 32.879753, Lng: -96.768486), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 4,500 (year 2011), Average Future Daily Traffic: 1,133 (year 2031), Design Load: HS 20, Features Intersected: JENKINS BRANCH, Facility Carried by Structure: GOLF LAKES TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1805709G4600001, Location: 0.01 MI S OF WALNUT HILL (Lat: 32.879753, Lng: -96.768486), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 4,500 (year 2011), Average Future Daily Traffic: 1,133 (year 2031), Design Load: HS 20, Features Intersected: JENKINS BRANCH, Facility Carried by Structure: GOLF LAKES TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1805709G4800001, Location: 0.2 MI S OF WALNUT HILL (Lat: 32.878692, Lng: -96.900556), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,350 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 3,300 (year 2039), Features Intersected: Drainage Ditch, Facility Carried by Structure: Goodnight Ln.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Channel: Good, Culverts: 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1805709G4800001, Location: 0.2 MI S OF WALNUT HILL (Lat: 32.878692, Lng: -96.900556), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,350 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 3,300 (year 2039), Features Intersected: Drainage Ditch, Facility Carried by Structure: Goodnight Ln.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Channel: Good, Culverts: 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709G6070001, Location: 0.01 MI S OF FOREST LANE (Lat: 32.909419, Lng: -96.791750), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 400 (year 2016), Average Future Daily Traffic: 500 (year 2036), Design Load: HS 20, Features Intersected: KING OF GLORY BRANCH, Facility Carried by Structure: FOREST COURT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1805709G6070001, Location: 0.01 MI S OF FOREST LANE (Lat: 32.909419, Lng: -96.791750), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 400 (year 2016), Average Future Daily Traffic: 500 (year 2036), Design Load: HS 20, Features Intersected: KING OF GLORY BRANCH, Facility Carried by Structure: FOREST COURT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709G6290001, Location: 0.05 MI E OF GREENVILLE (Lat: 32.899047, Lng: -96.750169), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 280 (year 2011), Average Future Daily Traffic: 600 (year 2031), Design Load: HS 20, Features Intersected: RICHARDSON BRANCH, Facility Carried by Structure: GREEN OAKS CIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1805709G6290001, Location: 0.05 MI E OF GREENVILLE (Lat: 32.899047, Lng: -96.750169), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 280 (year 2011), Average Future Daily Traffic: 600 (year 2031), Design Load: HS 20, Features Intersected: RICHARDSON BRANCH, Facility Carried by Structure: GREEN OAKS CIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous