Bridge Statistics for New Summerfield, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 190ft / 58.4mTotal length
- $358,000Total costs
- 15,602Total average daily traffic
- 3,147Total average daily truck traffic
- 28,140Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for New Summerfield
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11940-1949
- 11950-1959
- 11970-1979
- 21990-1999
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 21970-1979
- 01980-1989
- 01990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 62.5%Good
- 37.5%Satisfactory
- Bridge Condition - Superstructure
- 12.5%Good
- 87.5%Satisfactory
- Bridge Condition - Substructure
- 12.5%Good
- 50.0%Satisfactory
- 37.5%Fair
- Bridge Condition - Channel
- 20.0%Good
- 60.0%Satisfactory
- 20.0%Fair
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Structure Number: 100370020604012, Location: 6.25 MI E OF US 69 (Lat: 31.975917, Lng: -95.167436), Route carried "on" structure: US 79, Year Built: 1930, Year Reconstructed: 1970, Status: Open, Structure Length: 16.52m (54.20ft), Average Daily Traffic: 4,822 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 9,540 (year 2033), Design Load: H 15, Features Intersected: MUD CREEK (W)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.338, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100370020604012, Location: 6.25 MI E OF US 69 (Lat: 31.975917, Lng: -95.167436), Route carried "on" structure: US 79, Year Built: 1930, Year Reconstructed: 1970, Status: Open, Structure Length: 16.52m (54.20ft), Average Daily Traffic: 4,822 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 9,540 (year 2033), Design Load: H 15, Features Intersected: MUD CREEK (W)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.338, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100370020604013, Location: 6.45 MI E OF US 69 (Lat: 31.976611, Lng: -95.161453), Route carried "on" structure: US 79, Year Built: 1930, Year Reconstructed: 1970, Status: Open, Structure Length: 15.64m (51.31ft), Average Daily Traffic: 4,822 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 9,540 (year 2033), Design Load: H 15, Features Intersected: MUD CREEK (E)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.777, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100370020604013, Location: 6.45 MI E OF US 69 (Lat: 31.976611, Lng: -95.161453), Route carried "on" structure: US 79, Year Built: 1930, Year Reconstructed: 1970, Status: Open, Structure Length: 15.64m (51.31ft), Average Daily Traffic: 4,822 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 9,540 (year 2033), Design Load: H 15, Features Intersected: MUD CREEK (E)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.777, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100370034503006, Location: 9.95 MI S OF SMITH C/L (Lat: 31.995089, Lng: -95.099381), Route carried "on" structure: State highway 110, Year Built: 1934, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,273 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 2,920 (year 2033), Design Load: H 15, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.979, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to 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: 100370034503006, Location: 9.95 MI S OF SMITH C/L (Lat: 31.995089, Lng: -95.099381), Route carried "on" structure: State highway 110, Year Built: 1934, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,273 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 2,920 (year 2033), Design Load: H 15, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.979, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to 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: 100370034503028, Location: 2.0 MI N of US 79 (Lat: 32.019183, Lng: -95.101083), Route carried "on" structure: State highway 110, Year Built: 1971, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 1,636 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 2,260 (year 2033), Design Load: HS 20, Features Intersected: TWIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.263, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present 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: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100370034503028, Location: 2.0 MI N of US 79 (Lat: 32.019183, Lng: -95.101083), Route carried "on" structure: State highway 110, Year Built: 1971, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 1,636 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 2,260 (year 2033), Design Load: HS 20, Features Intersected: TWIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.263, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present 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: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100370034504016, Location: 3.25 MI S OF US 79 (Lat: 31.935950, Lng: -95.083061), Route carried "on" structure: State highway 110, Year Built: 1941, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,479 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 2,990 (year 2038), Design Load: H 15, Features Intersected: BENDABOUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.758, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 11.9m (39.0ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, 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: 100370034504016, Location: 3.25 MI S OF US 79 (Lat: 31.935950, Lng: -95.083061), Route carried "on" structure: State highway 110, Year Built: 1941, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,479 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 2,990 (year 2038), Design Load: H 15, Features Intersected: BENDABOUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.758, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 11.9m (39.0ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, 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: 100370193001001, Location: 2.45 MI NE OF SH 135 (Lat: 32.027047, Lng: -95.170764), Route carried "on" structure: State highway 2064, Year Built: 1956, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 290 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 390 (year 2033), Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 55.3 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.97m (35.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $50,000, Total Project Cost: $230,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100370193001001, Location: 2.45 MI NE OF SH 135 (Lat: 32.027047, Lng: -95.170764), Route carried "on" structure: State highway 2064, Year Built: 1956, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 290 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 390 (year 2033), Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 55.3 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.97m (35.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $50,000, Total Project Cost: $230,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100370AA4222101, Location: 1.8 MI N OF US 79 (Lat: 31.993442, Lng: -95.140933), Route carried "on" structure: County highway 4222, Year Built: 1993, Year Reconstructed: 2013, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 70 (year 2010), Average Future Daily Traffic: 100 (year 2030), Features Intersected: CANEY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100370AA4222101, Location: 1.8 MI N OF US 79 (Lat: 31.993442, Lng: -95.140933), Route carried "on" structure: County highway 4222, Year Built: 1993, Year Reconstructed: 2013, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 70 (year 2010), Average Future Daily Traffic: 100 (year 2030), Features Intersected: CANEY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100370AA4223103, Location: 0.95 MI SE OF FM 2064 (Lat: 32.020944, Lng: -95.162908), Route carried "on" structure: County highway 4223, Year Built: 2001, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 100 (year 2030), Features Intersected: MUD CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $19,000, Total Project Cost: $94,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 100370AA4223103, Location: 0.95 MI SE OF FM 2064 (Lat: 32.020944, Lng: -95.162908), Route carried "on" structure: County highway 4223, Year Built: 2001, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 100 (year 2030), Features Intersected: MUD CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $19,000, Total Project Cost: $94,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 100370AA4716101, Location: 0.8 MI E OF SH 110 (Lat: 32.036094, Lng: -95.089300), Route carried "on" structure: County highway 4716, Year Built: 2001, Year Reconstructed: 2012, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 90 (year 2010), Average Future Daily Traffic: 100 (year 2030), Features Intersected: BRIDGE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), 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: 64.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $7,000, Total Project Cost: $34,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100370AA4716101, Location: 0.8 MI E OF SH 110 (Lat: 32.036094, Lng: -95.089300), Route carried "on" structure: County highway 4716, Year Built: 2001, Year Reconstructed: 2012, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 90 (year 2010), Average Future Daily Traffic: 100 (year 2030), Features Intersected: BRIDGE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), 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: 64.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $7,000, Total Project Cost: $34,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100370AA4719101, Location: 0.05 MI E OF SH 110 (Lat: 32.020222, Lng: -95.100392), Route carried "on" structure: County highway 4719, Year Built: 1993, Year Reconstructed: 2015, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 70 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2030), Features Intersected: BRIDGE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100370AA4719101, Location: 0.05 MI E OF SH 110 (Lat: 32.020222, Lng: -95.100392), Route carried "on" structure: County highway 4719, Year Built: 1993, Year Reconstructed: 2015, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 70 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2030), Features Intersected: BRIDGE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place