Bridge Statistics for Winfield, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 197ft / 59.7mTotal length
- 194,137Total average daily traffic
- 42,160Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Winfield
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 91960-1969
- 11970-1979
- 41980-1989
- 41990-1999
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 21940-1949
- 01950-1959
- 01960-1969
- 11970-1979
- 11980-1989
- Bridge Condition - Deck
- 12.5%Very good
- 50.0%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 12.5%Very good
- 50.0%Good
- 37.5%Satisfactory
- Bridge Condition - Substructure
- 37.5%Good
- 62.5%Satisfactory
- Bridge Condition - Channel
- 35.7%Good
- 50.0%Satisfactory
- 14.3%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 10810001005065, Location: 4.5 MI E OF SH 37 (Lat: 33.176692, Lng: -95.145633), Route carried "on" structure: US 67, Year Built: 1936, Year Reconstructed: 1954, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 1,779 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,090 (year 2033), Design Load: H 15, Features Intersected: RIPLEY CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.015, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10810001005065, Location: 4.5 MI E OF SH 37 (Lat: 33.176692, Lng: -95.145633), Route carried "on" structure: US 67, Year Built: 1936, Year Reconstructed: 1954, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 1,779 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,090 (year 2033), Design Load: H 15, Features Intersected: RIPLEY CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.015, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10810001005066, Location: 5.1 MI E OF SH 37 (Lat: 33.173681, Lng: -95.137539), Route carried "on" structure: US 67, Year Built: 1936, Year Reconstructed: 1954, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,779 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,090 (year 2033), Design Load: H 15, Features Intersected: RIPLEY CREEK DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal 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: 10810001005066, Location: 5.1 MI E OF SH 37 (Lat: 33.173681, Lng: -95.137539), Route carried "on" structure: US 67, Year Built: 1936, Year Reconstructed: 1954, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,779 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,090 (year 2033), Design Load: H 15, Features Intersected: RIPLEY CREEK DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal 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: 10810061002077, Location: 6.0 MI E OF SH 37 (Lat: 33.161075, Lng: -95.131828), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 23,590 (year 2013), Average Future Daily Traffic: 33,030 (year 2033), Design Load: H 15, Features Intersected: IH 30 ML, Facility Carried by Structure: CO RD NE 2080
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: 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: 10810061002077, Location: 6.0 MI E OF SH 37 (Lat: 33.161075, Lng: -95.131828), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 23,590 (year 2013), Average Future Daily Traffic: 33,030 (year 2033), Design Load: H 15, Features Intersected: IH 30 ML, Facility Carried by Structure: CO RD NE 2080
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: 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: 192250001006068, Location: 0.15 MI E OF IH 30 (Lat: 33.163839, Lng: -95.016250), Route carried "on" structure: US 67, Year Built: 1937, Year Reconstructed: 1970, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,318 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 4,930 (year 2033), Design Load: H 15, Features Intersected: TANKERSLEY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.414, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 192250001006068, Location: 0.15 MI E OF IH 30 (Lat: 33.163839, Lng: -95.016250), Route carried "on" structure: US 67, Year Built: 1937, Year Reconstructed: 1970, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,318 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 4,930 (year 2033), Design Load: H 15, Features Intersected: TANKERSLEY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.414, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 192250001006142, Location: 0.70 MI E OF FM 1734 (Lat: 33.173539, Lng: -95.090947), Route carried "on" structure: US 67, Year Built: 1986, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,998 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,180 (year 2033), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.814, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 192250001006142, Location: 0.70 MI E OF FM 1734 (Lat: 33.173539, Lng: -95.090947), Route carried "on" structure: US 67, Year Built: 1986, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,998 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,180 (year 2033), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.814, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 192250001006143, Location: 1.20 MI E OF FM 1734 (Lat: 33.175342, Lng: -95.083664), Route carried "on" structure: US 67, Year Built: 1986, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 1,998 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,180 (year 2033), Design Load: HS 20, Features Intersected: TXU HAUL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.974, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 192250001006143, Location: 1.20 MI E OF FM 1734 (Lat: 33.175342, Lng: -95.083664), Route carried "on" structure: US 67, Year Built: 1986, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 1,998 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,180 (year 2033), Design Load: HS 20, Features Intersected: TXU HAUL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.974, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 192250001006144, Location: 2.10 MI E OF FM 1734 (Lat: 33.174797, Lng: -95.069378), Route carried "on" structure: US 67, Year Built: 1986, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,998 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,180 (year 2033), Design Load: HS 20, Features Intersected: DRAGOO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.716, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
Structure Number: 192250001006144, Location: 2.10 MI E OF FM 1734 (Lat: 33.174797, Lng: -95.069378), Route carried "on" structure: US 67, Year Built: 1986, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,998 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,180 (year 2033), Design Load: HS 20, Features Intersected: DRAGOO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.716, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
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Structure Number: 192250061003042, Location: 0.65 MI E OF SS 185 (Lat: 33.159636, Lng: -95.101450), Route carried "on" structure: Interstate 30, Year Built: 1965, Year Reconstructed: 1986, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 40,596 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 34,540 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.163, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 192250061003042, Location: 0.65 MI E OF SS 185 (Lat: 33.159636, Lng: -95.101450), Route carried "on" structure: Interstate 30, Year Built: 1965, Year Reconstructed: 1986, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 40,596 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 34,540 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.163, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 192250061003044, Location: 1.20 MI E OF SPUR 185 (Lat: 33.159633, Lng: -95.091558), Route carried "on" structure: Interstate 30, Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40,596 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 34,540 (year 2033), Design Load: HS 20, Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.108, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), 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: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 192250061003044, Location: 1.20 MI E OF SPUR 185 (Lat: 33.159633, Lng: -95.091558), Route carried "on" structure: Interstate 30, Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40,596 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 34,540 (year 2033), Design Load: HS 20, Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.108, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), 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: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 192250061003045, Location: 1.20 MI E OF SS 185 (Lat: 33.159400, Lng: -95.091433), Route carried "on" structure: ServiceInterstate 30, Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 350 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 490 (year 2033), Design Load: HS 20, Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.132, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 192250061003045, Location: 1.20 MI E OF SS 185 (Lat: 33.159400, Lng: -95.091433), Route carried "on" structure: ServiceInterstate 30, Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 350 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 490 (year 2033), Design Load: HS 20, Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.132, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 192250061003046, Location: 2.30 MI E OF SPUR 185 (Lat: 33.159317, Lng: -95.073039), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 940 (year 2011), Average Future Daily Traffic: 940 (year 2031), Design Load: H 15, Features Intersected: IH 30, Facility Carried by Structure: BINNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.601, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 19.8m (65.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 192250061003046, Location: 2.30 MI E OF SPUR 185 (Lat: 33.159317, Lng: -95.073039), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 940 (year 2011), Average Future Daily Traffic: 940 (year 2031), Design Load: H 15, Features Intersected: IH 30, Facility Carried by Structure: BINNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.601, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 19.8m (65.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 192250061003186, Location: INT IH 30 & SPUR 185 (Lat: 33.160653, Lng: -95.112750), Route carried "on" structure: Spur State highway 185, Year Built: 1965, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 1,250 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 1,750 (year 2033), Design Load: H 20, Features Intersected: IH 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.098, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 19.8m (65.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 192250061003186, Location: INT IH 30 & SPUR 185 (Lat: 33.160653, Lng: -95.112750), Route carried "on" structure: Spur State highway 185, Year Built: 1965, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 1,250 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 1,750 (year 2033), Design Load: H 20, Features Intersected: IH 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.098, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 19.8m (65.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 192250061003191, Location: 1.20 MI E OF SS 185 (Lat: 33.160258, Lng: -95.091736), Route carried "on" structure: ServiceInterstate 30, Year Built: 1999, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 430 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 600 (year 2031), Design Load: HS 20, Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.077, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 192250061003191, Location: 1.20 MI E OF SS 185 (Lat: 33.160258, Lng: -95.091736), Route carried "on" structure: ServiceInterstate 30, Year Built: 1999, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 430 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 600 (year 2031), Design Load: HS 20, Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.077, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 192250157802005, Location: 4.90 MI W OF US 271 (Lat: 33.189650, Lng: -95.080644), Route carried "on" structure: State highway 1734, Year Built: 1977, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 308 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 660 (year 2033), Design Load: HS 20, Features Intersected: TXU HAUL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.946, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 192250157802005, Location: 4.90 MI W OF US 271 (Lat: 33.189650, Lng: -95.080644), Route carried "on" structure: State highway 1734, Year Built: 1977, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 308 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 660 (year 2033), Design Load: HS 20, Features Intersected: TXU HAUL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.946, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 192250AA0111001, Location: 3.0 MI N OF US 67 (Lat: 33.210222, Lng: -95.121442), Route carried "on" structure: County highway 1070, Year Built: 1998, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 77 (year 2013), Average Future Daily Traffic: 77 (year 2033), Design Load: HS 20, Features Intersected: RIPLEY BRANCH TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 192250AA0111001, Location: 3.0 MI N OF US 67 (Lat: 33.210222, Lng: -95.121442), Route carried "on" structure: County highway 1070, Year Built: 1998, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 77 (year 2013), Average Future Daily Traffic: 77 (year 2033), Design Load: HS 20, Features Intersected: RIPLEY BRANCH TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 192250AA0112001, Location: 1.3 MI N OF US 67 (Lat: 33.191392, Lng: -95.113319), Route carried "on" structure: County highway 1070, Year Built: 2008, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 137 (year 2013), Average Future Daily Traffic: 137 (year 2033), Design Load: HS 20, Features Intersected: RIPLEY CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 192250AA0112001, Location: 1.3 MI N OF US 67 (Lat: 33.191392, Lng: -95.113319), Route carried "on" structure: County highway 1070, Year Built: 2008, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 137 (year 2013), Average Future Daily Traffic: 137 (year 2033), Design Load: HS 20, Features Intersected: RIPLEY CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 192250AA0112002, Location: 1.2 MI N OF US 67 (Lat: 33.188781, Lng: -95.113244), Route carried "on" structure: County highway 1070, Year Built: 1994, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 137 (year 2013), Average Future Daily Traffic: 137 (year 2033), Features Intersected: RIPLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 192250AA0112002, Location: 1.2 MI N OF US 67 (Lat: 33.188781, Lng: -95.113244), Route carried "on" structure: County highway 1070, Year Built: 1994, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 137 (year 2013), Average Future Daily Traffic: 137 (year 2033), Features Intersected: RIPLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 192250AA0114001, Location: 0.9 MI E OF CR 1070 (Lat: 33.218658, Lng: -95.107517), Route carried "on" structure: County highway 1220, Year Built: 2003, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 60 (year 2013), Average Future Daily Traffic: 60 (year 2033), Design Load: HS 20, Features Intersected: RIPLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 192250AA0114001, Location: 0.9 MI E OF CR 1070 (Lat: 33.218658, Lng: -95.107517), Route carried "on" structure: County highway 1220, Year Built: 2003, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 60 (year 2013), Average Future Daily Traffic: 60 (year 2033), Design Load: HS 20, Features Intersected: RIPLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 192250AA0124001, Location: 2.2 MI N OF FM 1734 (Lat: 33.218911, Lng: -95.090656), Route carried "on" structure: County highway 1165, Year Built: 2009, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 78 (year 2033), Design Load: HS 20, Features Intersected: DORSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 192250AA0124001, Location: 2.2 MI N OF FM 1734 (Lat: 33.218911, Lng: -95.090656), Route carried "on" structure: County highway 1165, Year Built: 2009, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 78 (year 2033), Design Load: HS 20, Features Intersected: DORSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 192250AA0370001, Location: 1.2 MI NW OF FM 127 (Lat: 33.123972, Lng: -95.070350), Route carried "on" structure: County highway 2500, Year Built: 1991, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 526 (year 2013), Average Future Daily Traffic: 526 (year 2033), Design Load: HS 20, Features Intersected: TEXAS UTILITIES RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 192250AA0370001, Location: 1.2 MI NW OF FM 127 (Lat: 33.123972, Lng: -95.070350), Route carried "on" structure: County highway 2500, Year Built: 1991, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 526 (year 2013), Average Future Daily Traffic: 526 (year 2033), Design Load: HS 20, Features Intersected: TEXAS UTILITIES RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10810061002077, Location: 6.0 MI E OF SH 37 (Lat: 33.161075, Lng: -95.131828), Route carried "under" structure: Interstate 30, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 23,590 (year 2013), Truck Traffic: 27%, Features Intersected: IH 30 ML, Facility Carried by Structure: CO RD NE 2080
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 16.533, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 10810061002077, Location: 6.0 MI E OF SH 37 (Lat: 33.161075, Lng: -95.131828), Route carried "under" structure: Interstate 30, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 23,590 (year 2013), Truck Traffic: 27%, Features Intersected: IH 30 ML, Facility Carried by Structure: CO RD NE 2080
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 16.533, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 192250001006143, Location: 1.20 MI E OF FM 1734 (Lat: 33.175342, Lng: -95.083664), Route carried "under" structure: US 67, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 240 (year 2011), Truck Traffic: 2%, Features Intersected: TXU HAUL RD
Minimum Vertical Clearance: 7.60m (24.93ft), Kilometerpoint: 10.974, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 192250001006143, Location: 1.20 MI E OF FM 1734 (Lat: 33.175342, Lng: -95.083664), Route carried "under" structure: US 67, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 240 (year 2011), Truck Traffic: 2%, Features Intersected: TXU HAUL RD
Minimum Vertical Clearance: 7.60m (24.93ft), Kilometerpoint: 10.974, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 192250061003046, Location: 2.30 MI E OF SPUR 185 (Lat: 33.159317, Lng: -95.073039), Route carried "under" structure: Interstate 30, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 24,670 (year 2013), Truck Traffic: 26%, Features Intersected: IH 30, Facility Carried by Structure: BINNION ROAD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 4.844, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 192250061003046, Location: 2.30 MI E OF SPUR 185 (Lat: 33.159317, Lng: -95.073039), Route carried "under" structure: Interstate 30, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 24,670 (year 2013), Truck Traffic: 26%, Features Intersected: IH 30, Facility Carried by Structure: BINNION ROAD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 4.844, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 192250061003186, Location: INT IH 30 & SPUR 185 (Lat: 33.160653, Lng: -95.112750), Route carried "under" structure: Interstate 30, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 24,670 (year 2013), Truck Traffic: 26%, Features Intersected: IH 30, Facility Carried by Structure: SPUR 185
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 1.143, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 192250061003186, Location: INT IH 30 & SPUR 185 (Lat: 33.160653, Lng: -95.112750), Route carried "under" structure: Interstate 30, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 24,670 (year 2013), Truck Traffic: 26%, Features Intersected: IH 30, Facility Carried by Structure: SPUR 185
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 1.143, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)