Bridge Statistics for Cooper, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 312ft / 95mTotal length
- $1,976,000Total costs
- 39,510Total average daily traffic
- 6,272Total average daily truck traffic
- 54,998Total future (year 2029) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Cooper
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11950-1959
- 71960-1969
- 11970-1979
- 61990-1999
- 62000-2009
- 22010-2018
- Bridge Condition - Deck
- 23.5%Very good
- 76.5%Good
- Bridge Condition - Superstructure
- 41.2%Very good
- 52.9%Good
- 5.9%Satisfactory
- Bridge Condition - Substructure
- 11.8%Very good
- 47.1%Good
- 23.5%Satisfactory
- 17.6%Fair
- Bridge Condition - Channel
- 12.0%Very good
- 60.0%Good
- 24.0%Satisfactory
- 4.0%Fair
- Bridge Condition - Culverts
- 87.5%Good
- 12.5%Satisfactory
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Structure Number: 10600013603083, Location: 0.60 MI SW OF FM 128 (Lat: 33.382664, Lng: -95.692575), Route carried "on" structure: State highway 24, Year Built: 1967, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,970 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 5,550 (year 2033), Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.137, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 213.0m (698.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: 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: Febuary 2017, Bridge Improvement Cost: $73,000, Roadway Improvement Cost: $58,000, Total Project Cost: $131,000
Structure Number: 10600013603083, Location: 0.60 MI SW OF FM 128 (Lat: 33.382664, Lng: -95.692575), Route carried "on" structure: State highway 24, Year Built: 1967, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,970 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 5,550 (year 2033), Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.137, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 213.0m (698.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: 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: Febuary 2017, Bridge Improvement Cost: $73,000, Roadway Improvement Cost: $58,000, Total Project Cost: $131,000
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Structure Number: 10600013603136, Location: 3.2 Mi. SW of FM 64 (Lat: 33.348147, Lng: -95.746206), Route carried "on" structure: State highway 24, Year Built: 2016, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 5,000 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 6,800 (year 2033), Features Intersected: Johns Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.508, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very 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: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10600013603136, Location: 3.2 Mi. SW of FM 64 (Lat: 33.348147, Lng: -95.746206), Route carried "on" structure: State highway 24, Year Built: 2016, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 5,000 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 6,800 (year 2033), Features Intersected: Johns Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.508, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very 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: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10600013603137, Location: 1.6 Mi. SE of FM 64 (Lat: 33.362819, Lng: -95.722353), Route carried "on" structure: State highway 24, Year Built: 2016, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 5,000 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 6,800 (year 2033), Features Intersected: Doctors Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.765, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 119.0m (390.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Equal to present desirable 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: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10600013603137, Location: 1.6 Mi. SE of FM 64 (Lat: 33.362819, Lng: -95.722353), Route carried "on" structure: State highway 24, Year Built: 2016, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 5,000 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 6,800 (year 2033), Features Intersected: Doctors Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.765, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 119.0m (390.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Equal to present desirable 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: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10600013604058, Location: 0.15 MI SW OF FM 128 (Lat: 33.385467, Lng: -95.684381), Route carried "on" structure: State highway 24, Year Built: 1938, Year Reconstructed: 1962, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 1,980 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 2,770 (year 2033), Features Intersected: SOUTH BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.853, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 128.0m (419.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 48.80m (160.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Bridge Improvement Cost: $552,000, Roadway Improvement Cost: $138,000, Total Project Cost: $690,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10600013604058, Location: 0.15 MI SW OF FM 128 (Lat: 33.385467, Lng: -95.684381), Route carried "on" structure: State highway 24, Year Built: 1938, Year Reconstructed: 1962, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 1,980 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 2,770 (year 2033), Features Intersected: SOUTH BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.853, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 128.0m (419.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 48.80m (160.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Bridge Improvement Cost: $552,000, Roadway Improvement Cost: $138,000, Total Project Cost: $690,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10600013604059, Location: 0.80 MI NE OF FM 128 (Lat: 33.394042, Lng: -95.672469), Route carried "on" structure: State highway 24, Year Built: 1938, Year Reconstructed: 1962, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 2,310 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 3,230 (year 2033), Features Intersected: NORTH BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.411, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 128.0m (419.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 3.9 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 48.80m (160.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Bridge Improvement Cost: $552,000, Roadway Improvement Cost: $138,000, Total Project Cost: $690,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10600013604059, Location: 0.80 MI NE OF FM 128 (Lat: 33.394042, Lng: -95.672469), Route carried "on" structure: State highway 24, Year Built: 1938, Year Reconstructed: 1962, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 2,310 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 3,230 (year 2033), Features Intersected: NORTH BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.411, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 128.0m (419.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 3.9 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 48.80m (160.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Bridge Improvement Cost: $552,000, Roadway Improvement Cost: $138,000, Total Project Cost: $690,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10600013604126, Location: 0.15 MI SW OF FM 128 (Lat: 33.385167, Lng: -95.684119), Route carried "on" structure: State highway 24, Year Built: 2008, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,980 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 2,770 (year 2033), Features Intersected: SOUTH BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.853, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 1.5m (4.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Very 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10600013604126, Location: 0.15 MI SW OF FM 128 (Lat: 33.385167, Lng: -95.684119), Route carried "on" structure: State highway 24, Year Built: 2008, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,980 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 2,770 (year 2033), Features Intersected: SOUTH BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.853, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 1.5m (4.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Very 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10600013604127, Location: 0.80 MI E OF FM 128 (Lat: 33.393500, Lng: -95.672561), Route carried "on" structure: State highway 24, Year Built: 2008, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 5,110 (year 2011), Truck Traffic: 17%, Average Future Daily Traffic: 7,150 (year 2029), Features Intersected: NORTH BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.401, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10600013604127, Location: 0.80 MI E OF FM 128 (Lat: 33.393500, Lng: -95.672561), Route carried "on" structure: State highway 24, Year Built: 2008, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 5,110 (year 2011), Truck Traffic: 17%, Average Future Daily Traffic: 7,150 (year 2029), Features Intersected: NORTH BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.401, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10600013604128, Location: 3.10 MI SW OF SH 19 (Lat: 33.414339, Lng: -95.644283), Route carried "on" structure: State highway 24, Year Built: 2008, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 2,050 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 2,870 (year 2033), Features Intersected: SOUTH BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.034, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10600013604128, Location: 3.10 MI SW OF SH 19 (Lat: 33.414339, Lng: -95.644283), Route carried "on" structure: State highway 24, Year Built: 2008, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 2,050 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 2,870 (year 2033), Features Intersected: SOUTH BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.034, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10600013604129, Location: 3.10 MI SW OF SH 19 (Lat: 33.414686, Lng: -95.644631), Route carried "on" structure: State highway 24, Year Built: 2008, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 2,050 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 2,870 (year 2033), Features Intersected: SOUTH BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.035, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 152.0m (498.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 1.5m (4.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Very 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10600013604129, Location: 3.10 MI SW OF SH 19 (Lat: 33.414686, Lng: -95.644631), Route carried "on" structure: State highway 24, Year Built: 2008, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 2,050 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 2,870 (year 2033), Features Intersected: SOUTH BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.035, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 152.0m (498.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 1.5m (4.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Very 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10600039903015, Location: 2.0 MI W OF SH 24 (Lat: 33.377622, Lng: -95.733031), Route carried "on" structure: State highway 64, Year Built: 1962, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 420 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 590 (year 2033), Design Load: H 15, Features Intersected: DOCTORS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.871, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.50m (100.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10600039903015, Location: 2.0 MI W OF SH 24 (Lat: 33.377622, Lng: -95.733031), Route carried "on" structure: State highway 64, Year Built: 1962, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 420 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 590 (year 2033), Design Load: H 15, Features Intersected: DOCTORS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.871, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.50m (100.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10600039903016, Location: 1.70 MI W OF SH 24 (Lat: 33.377606, Lng: -95.730992), Route carried "on" structure: State highway 64, Year Built: 1962, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 420 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 590 (year 2033), Features Intersected: DOCTORS CREEK REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.116, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Good, Culverts: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10600039903016, Location: 1.70 MI W OF SH 24 (Lat: 33.377606, Lng: -95.730992), Route carried "on" structure: State highway 64, Year Built: 1962, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 420 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 590 (year 2033), Features Intersected: DOCTORS CREEK REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.116, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Good, Culverts: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10600040001031, Location: 3.00 MI W OF SH 19 (Lat: 33.369108, Lng: -95.656847), Route carried "on" structure: State highway 154, Year Built: 1990, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 860 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 1,200 (year 2033), Features Intersected: BIG CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.266, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 3 degrees, 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: 13.3m (43.6ft), Out-to-Out Width: 1.4m (4.6ft)
Condition: Channel: Good, Culverts: 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: 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: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10600040001031, Location: 3.00 MI W OF SH 19 (Lat: 33.369108, Lng: -95.656847), Route carried "on" structure: State highway 154, Year Built: 1990, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 860 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 1,200 (year 2033), Features Intersected: BIG CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.266, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 3 degrees, 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: 13.3m (43.6ft), Out-to-Out Width: 1.4m (4.6ft)
Condition: Channel: Good, Culverts: 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: 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: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10600040001032, Location: 2.80 MI W OF SH 19 (Lat: 33.368200, Lng: -95.653150), Route carried "on" structure: State highway 154, Year Built: 1990, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 860 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 1,200 (year 2033), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.482, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 4 degrees, 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: 24.4m (80.1ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.1m (46.3ft)
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: 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: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10600040001032, Location: 2.80 MI W OF SH 19 (Lat: 33.368200, Lng: -95.653150), Route carried "on" structure: State highway 154, Year Built: 1990, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 860 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 1,200 (year 2033), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.482, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 4 degrees, 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: 24.4m (80.1ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.1m (46.3ft)
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: 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: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10600040001033, Location: 2.20 MI W OF SH 19 (Lat: 33.367044, Lng: -95.643089), Route carried "on" structure: State highway 154, Year Built: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 860 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 1,200 (year 2033), Features Intersected: BIG CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.846, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 1.4m (4.6ft)
Condition: Channel: Good, Culverts: 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: 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: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10600040001033, Location: 2.20 MI W OF SH 19 (Lat: 33.367044, Lng: -95.643089), Route carried "on" structure: State highway 154, Year Built: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 860 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 1,200 (year 2033), Features Intersected: BIG CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.846, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 1.4m (4.6ft)
Condition: Channel: Good, Culverts: 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: 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: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10600073501017, Location: JCT FM 128 AND FM 198 (Lat: 33.434206, Lng: -95.687197), Route carried "on" structure: State highway 128, Year Built: 1954, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 100 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 150 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.407, 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: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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 minimum criteria, Length Of Structure Improvement: 22.90m (75.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Bridge Improvement Cost: $264,000, Roadway Improvement Cost: $66,000, Total Project Cost: $330,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10600073501017, Location: JCT FM 128 AND FM 198 (Lat: 33.434206, Lng: -95.687197), Route carried "on" structure: State highway 128, Year Built: 1954, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 100 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 150 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.407, 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: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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 minimum criteria, Length Of Structure Improvement: 22.90m (75.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Bridge Improvement Cost: $264,000, Roadway Improvement Cost: $66,000, Total Project Cost: $330,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10600073501025, Location: 2.10 MI N OF SH 24 (Lat: 33.418247, Lng: -95.688189), Route carried "on" structure: State highway 128, Year Built: 1962, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 270 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 380 (year 2033), Design Load: H 15, Features Intersected: E FORK BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.354, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, 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: Good, Superstructure: Good, Substructure: Satisfactory, 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: 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: 38.10m (125.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10600073501025, Location: 2.10 MI N OF SH 24 (Lat: 33.418247, Lng: -95.688189), Route carried "on" structure: State highway 128, Year Built: 1962, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 270 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 380 (year 2033), Design Load: H 15, Features Intersected: E FORK BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.354, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, 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: Good, Superstructure: Good, Substructure: Satisfactory, 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: 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: 38.10m (125.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10600146304018, Location: 1.20 MI SW OF FM 1880 (Lat: 33.353089, Lng: -95.706975), Route carried "on" structure: State highway 1528, Year Built: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,450 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 2,030 (year 2033), Design Load: HS 20, Features Intersected: DOCTORS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.085, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 1.2m (3.9ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10600146304018, Location: 1.20 MI SW OF FM 1880 (Lat: 33.353089, Lng: -95.706975), Route carried "on" structure: State highway 1528, Year Built: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,450 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 2,030 (year 2033), Design Load: HS 20, Features Intersected: DOCTORS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.085, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 1.2m (3.9ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1060014630402, Location: 1.00 MI S OF SH 154 (Lat: 33.364011, Lng: -95.688903), Route carried "on" structure: State highway 1528, Year Built: 2000, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,450 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 2,030 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.305, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 3 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: 9.4m (30.8ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Channel: Good, Culverts: 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: 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 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1060014630402, Location: 1.00 MI S OF SH 154 (Lat: 33.364011, Lng: -95.688903), Route carried "on" structure: State highway 1528, Year Built: 2000, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,450 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 2,030 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.305, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 3 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: 9.4m (30.8ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Channel: Good, Culverts: 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: 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 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10600146305014, Location: 0.40 MI NE OF SH 154 (Lat: 33.375386, Lng: -95.659594), Route carried "on" structure: State highway 1529, Year Built: 1968, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 1,120 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 1,570 (year 2033), Design Load: H 15, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.185, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10600146305014, Location: 0.40 MI NE OF SH 154 (Lat: 33.375386, Lng: -95.659594), Route carried "on" structure: State highway 1529, Year Built: 1968, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 1,120 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 1,570 (year 2033), Design Load: H 15, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.185, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10600146305015, Location: 1.20 MI N OF SH 154 (Lat: 33.382311, Lng: -95.651978), Route carried "on" structure: State highway 1529, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,120 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 1,570 (year 2033), Features Intersected: BIG CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.549, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10600146305015, Location: 1.20 MI N OF SH 154 (Lat: 33.382311, Lng: -95.651978), Route carried "on" structure: State highway 1529, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,120 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 1,570 (year 2033), Features Intersected: BIG CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.549, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10600146305016, Location: 0.90 MI W OF SH 19 (Lat: 33.382725, Lng: -95.625747), Route carried "on" structure: State highway 1529, Year Built: 1968, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 780 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 1,090 (year 2033), Features Intersected: BOYD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.984, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Good, Culverts: 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10600146305016, Location: 0.90 MI W OF SH 19 (Lat: 33.382725, Lng: -95.625747), Route carried "on" structure: State highway 1529, Year Built: 1968, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 780 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 1,090 (year 2033), Features Intersected: BOYD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.984, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Good, Culverts: 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10600301502001, Location: 1.3 MI N OF SH 24 (Lat: 33.423997, Lng: -95.656931), Route carried "on" structure: State highway 2949, Year Built: 1979, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 310 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 430 (year 2033), Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.181, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Skew: 3 degrees, 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: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017
Structure Number: 10600301502001, Location: 1.3 MI N OF SH 24 (Lat: 33.423997, Lng: -95.656931), Route carried "on" structure: State highway 2949, Year Built: 1979, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 310 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 430 (year 2033), Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.181, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Skew: 3 degrees, 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: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017
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Structure Number: 10600AA0105001, Location: 0.44 Mi W FM 1530 (Lat: 33.399386, Lng: -95.746672), Route carried "on" structure: County highway 3210, Year Built: 2001, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 20 (year 2030), Features Intersected: Doctor's Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 37.0m (121.4ft), 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: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10600AA0105001, Location: 0.44 Mi W FM 1530 (Lat: 33.399386, Lng: -95.746672), Route carried "on" structure: County highway 3210, Year Built: 2001, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 20 (year 2030), Features Intersected: Doctor's Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 37.0m (121.4ft), 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: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10600AA0168001, Location: 0.25 Mi W of FM 128 (Lat: 33.426103, Lng: -95.691053), Route carried "on" structure: County highway 3040, Year Built: 1999, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 10 (year 2010), Average Future Daily Traffic: 69 (year 2030), Design Load: HS 20, Features Intersected: East Fork Big Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 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, Length Of Structure Improvement: 30.80m (101.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2017, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $13,000, Total Project Cost: $64,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10600AA0168001, Location: 0.25 Mi W of FM 128 (Lat: 33.426103, Lng: -95.691053), Route carried "on" structure: County highway 3040, Year Built: 1999, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 10 (year 2010), Average Future Daily Traffic: 69 (year 2030), Design Load: HS 20, Features Intersected: East Fork Big Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 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, Length Of Structure Improvement: 30.80m (101.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2017, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $13,000, Total Project Cost: $64,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10600AA0168002, Location: 0.2 Mi W of FM 128 (Lat: 33.426111, Lng: -95.691783), Route carried "on" structure: County highway 3040, Year Built: 1999, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 10 (year 2010), Average Future Daily Traffic: 69 (year 2030), Design Load: HS 20, Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 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, Length Of Structure Improvement: 36.60m (120.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2017, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $14,000, Total Project Cost: $71,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10600AA0168002, Location: 0.2 Mi W of FM 128 (Lat: 33.426111, Lng: -95.691783), Route carried "on" structure: County highway 3040, Year Built: 1999, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 10 (year 2010), Average Future Daily Traffic: 69 (year 2030), Design Load: HS 20, Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 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, Length Of Structure Improvement: 36.60m (120.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2017, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $14,000, Total Project Cost: $71,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
