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


  • National Bridge Inventory (NBI) Statistics
  • 12Number of bridges
  • 79ft / 24mTotal length
  • $123,000Total costs
  • 78,260Total average daily traffic
  • 10,575Total average daily truck traffic
  • 58,080Total future (year 2030) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Howe
  • No street view available for this location

New bridges in Howe, TX - historical statistics
  • New bridges - historical statistics
  • 11950-1959
  • 31960-1969
  • 41980-1989
  • 41990-1999
Average Bridge Daily Traffic in Howe, TX
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 10.0%Very good
  • 70.0%Good
  • 20.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 40.0%Good
  • 60.0%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 30.0%Good
  • 50.0%Satisfactory
  • 20.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 33.3%Good
  • 33.3%Satisfactory
  • 33.3%Fair
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Structure Number: 10920004703153,  Location: 1.5 MI N OF SP 381 (Lat: 33.529600,  Lng: -96.612047),  Route carried "on" structure: State highway 5,  Year Built: 1963,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 2,140 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,990 (year 2033),  Design Load: H 15,  Features Intersected: US 75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.137,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.30m (210.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10920004703153,  Location: 1.5 MI N OF SP 381 (Lat: 33.529600,  Lng: -96.612047),  Route carried "under" structure: US 75,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 36,490 (year 2013),  Truck Traffic: 14%,  Features Intersected: US 75,  Facility Carried by Structure: SH 5 / FM 902
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 35.908,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 10920004713174,  Location: 1.50 MI S OF FM 902 (Lat: 33.506828,  Lng: -96.618247),  Route carried "on" structure: US 75,  Year Built: 1965,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 36,490 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 51,080 (year 2033),  Design Load: HS 20,  Features Intersected: SPUR 381
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.478,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 293.0m (961.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 32.8m (107.6ft),  Out-to-Out Width: 34.2m (112.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 10920051001007,  Location: 0.4 MI W OF US 75 (Lat: 33.529978,  Lng: -96.621303),  Route carried "on" structure: State highway 902,  Year Built: 1955,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 1,830 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,560 (year 2033),  Design Load: H 15,  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.995,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 0.7m (2.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.90m (75.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: Bituminous
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Structure Number: 10920AA0139001,  Location: 0.60 MI N OF FM 902 (Lat: 33.525342,  Lng: -96.584697),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 220 (year 2010),  Average Future Daily Traffic: 150 (year 2030),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: BENNETT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.949,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10920AA0146003,  Location: 0.35 MI N OF CAVENDER RD (Lat: 33.485111,  Lng: -96.644183),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 170 (year 2010),  Average Future Daily Traffic: 120 (year 2030),  Features Intersected: DRAW,  Facility Carried by Structure: FARMINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.068,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  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: 42.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10920AA0146004,  Location: 1.1 MI S OF FM 902 (Lat: 33.500492,  Lng: -96.644164),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 170 (year 2010),  Average Future Daily Traffic: 270 (year 2030),  Features Intersected: DRAW,  Facility Carried by Structure: FARMINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.153,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10920AA0154002,  Location: 0.6 MI W OF FARMINGTON RD (Lat: 33.510219,  Lng: -96.655044),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 30 (year 2010),  Average Future Daily Traffic: 100 (year 2030),  Features Intersected: SQUIRREL CREEK,  Facility Carried by Structure: MCBEE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.896,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10920AA0204001,  Location: 0.60 MI E OF FM 902 (Lat: 33.508275,  Lng: -96.592764),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 210 (year 2010),  Average Future Daily Traffic: 200 (year 2030),  Features Intersected: W PRONG SISTER GROVE CK,  Facility Carried by Structure: ENLOE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.70m (58.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $45,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10920AA0220001,  Location: 2.70 MI E OF SH 5 (Lat: 33.477664,  Lng: -96.562372),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 110 (year 2010),  Average Future Daily Traffic: 75 (year 2030),  Features Intersected: W PRONG SISTER GROVE CK,  Facility Carried by Structure: KNOB HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.896,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 23.80m (78.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10920AA0228001,  Location: 1.80 MI W OF US 75 (Lat: 33.494942,  Lng: -96.648989),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 200 (year 2010),  Average Future Daily Traffic: 150 (year 2030),  Features Intersected: DRAW,  Facility Carried by Structure: HALL CEMETERY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.735,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10920AA0228002,  Location: 2.30 MI W OF US 75 (Lat: 33.494986,  Lng: -96.657958),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 200 (year 2010),  Average Future Daily Traffic: 385 (year 2030),  Features Intersected: SQUIRREL CREEK,  Facility Carried by Structure: HALL CEMETERY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.70m (58.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $37,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $46,000
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