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Bridge Statistics for Fruitvale, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 16Number of bridges
  • 125ft / 38mTotal length
  • $236,000Total costs
  • 45,380Total average daily traffic
  • 4,275Total average daily truck traffic
  • 63,490Total future (year 2028) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Fruitvale
  • No street view available for this location

New bridges in Fruitvale, TX - historical statistics
  • New bridges - historical statistics
  • 51930-1939
  • 61950-1959
  • 11970-1979
  • 11990-1999
  • 22000-2009
  • 12010-2018
Reconstructed bridges in Fruitvale, TX - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21950-1959
  • 01960-1969
  • 21970-1979
  • 51980-1989
Average Bridge Daily Traffic in Fruitvale, TX
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 45.5%Good
  • 36.4%Satisfactory
  • 9.1%Fair
  • 9.1%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 36.4%Good
  • 36.4%Satisfactory
  • 27.3%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 18.2%Good
  • 45.5%Satisfactory
  • 18.2%Fair
  • 18.2%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 13.3%Very good
  • 20.0%Good
  • 33.3%Satisfactory
  • 33.3%Fair
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Structure Number: 102340009506041,  Location: 0.32 MI W OF SH 19 (Lat: 32.687672,  Lng: -95.841800),  Route carried "on" structure: US 80,  Year Built: 1930,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 4,720 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,610 (year 2033),  Features Intersected: CROOKED CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.336,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102340009506042,  Location: 0.36 MI E OF SH 19 (Lat: 32.685644,  Lng: -95.830650),  Route carried "on" structure: US 80,  Year Built: 1930,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 5,120 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,180 (year 2033),  Features Intersected: MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.406,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102340009507058,  Location: 0.98 MI E OF SH 19 (Lat: 32.683719,  Lng: -95.820233),  Route carried "on" structure: US 80,  Year Built: 1932,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.14m (0.46ft),  Average Daily Traffic: 5,120 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,180 (year 2033),  Features Intersected: MILL CR TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.396,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016
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Structure Number: 102340010801032,  Location: 0.48 MI S OF US 80 (Lat: 32.679989,  Lng: -95.837675),  Route carried "on" structure: State highway 19,  Year Built: 1939,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 5,400 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,560 (year 2033),  Features Intersected: RED HAWK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.236,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102340010801033,  Location: 2.50 MI S OF US 80 (Lat: 32.649822,  Lng: -95.842792),  Route carried "on" structure: State highway 19,  Year Built: 1939,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 5,400 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,560 (year 2033),  Features Intersected: BUFFALO CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.746,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102340010812044,  Location: 3.0 MI N OF US 80 (Lat: 32.730036,  Lng: -95.833972),  Route carried "on" structure: State highway 19,  Year Built: 1950,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,280 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,990 (year 2033),  Features Intersected: MILL CR TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.874,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016
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Structure Number: 102340010812045,  Location: 2.12 MI N OF US 80 (Lat: 32.717047,  Lng: -95.837222),  Route carried "on" structure: State highway 19,  Year Built: 1950,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 4,280 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,990 (year 2033),  Design Load: H 20,  Features Intersected: GILADON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.368,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102340010812046,  Location: 0.62 MI N OF US 80 (Lat: 32.695444,  Lng: -95.835528),  Route carried "on" structure: State highway 19,  Year Built: 1950,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 4,280 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,990 (year 2033),  Design Load: H 20,  Features Intersected: CROOKED CR
Minimum Vertical Clearance: 0.63m (2.07ft),  Kilometerpoint: 9.775,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 54.90m (180.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $126,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $158,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102340010812047,  Location: 0.30 MI N OF US 80 (Lat: 32.690833,  Lng: -95.835825),  Route carried "on" structure: State highway 19,  Year Built: 1950,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 4,280 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,990 (year 2033),  Design Load: H 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.029,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102340044303019,  Location: 5.47 MI NE OF IH 20 (Lat: 32.628214,  Lng: -95.772956),  Route carried "on" structure: State highway 17,  Year Built: 1971,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,060 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,880 (year 2033),  Features Intersected: KOONCE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.505,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102340AA1102101,  Location: 0.35 MI SE OF SH 19 (Lat: 32.648631,  Lng: -95.837764),  Route carried "on" structure: County highway 1102,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 70 (year 2009),  Average Future Daily Traffic: 75 (year 2028),  Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 102340AA1117101,  Location: 0.70 MI SE OF SH 19 (Lat: 32.662369,  Lng: -95.829458),  Route carried "on" structure: County highway 1117,  Year Built: 2001,  Status: Open,  Structure Length: 0.29m (0.95ft),  Average Daily Traffic: 130 (year 2009),  Average Future Daily Traffic: 125 (year 2028),  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.241,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 36.30m (119.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Critical Feature Inspection Date: Febuary 2017,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $48,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 102340AA1903101,  Location: 1.35 Mi SE of SH 19 (Lat: 32.729794,  Lng: -95.813025),  Route carried "on" structure: County highway 1903,  Year Built: 1992,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 40 (year 2015),  Average Future Daily Traffic: 100 (year 2035),  Features Intersected: Mill Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.114,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 1.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 15.50m (50.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 102340AA1903102,  Location: 1.5 MI E OF SH 19 (Lat: 32.729589,  Lng: -95.810556),  Route carried "on" structure: County highway 1903,  Year Built: 2005,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 100 (year 2015),  Average Future Daily Traffic: 150 (year 2035),  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.896,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 37.0m (121.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 102340AA1905101,  Location: 0.65 MI SE OF SH 19 (Lat: 32.702550,  Lng: -95.827403),  Route carried "on" structure: County highway 1905,  Year Built: 2013,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 30 (year 2015),  Average Future Daily Traffic: 50 (year 2035),  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 0.3m (1.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 18.90m (62.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 102340AA3605101,  Location: 0.65 Mi NW of SH 19 (Lat: 32.712550,  Lng: -95.845400),  Route carried "on" structure: County highway 3605,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 70 (year 2015),  Average Future Daily Traffic: 60 (year 2035),  Features Intersected: Giladon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 37.0m (121.4ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.7m (2.3ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 0.5m (1.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 14.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 1.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.11m (0.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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