Bridge Statistics for Frost, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 56ft / 17mTotal length
- $17,000Total costs
- 6,032Total average daily traffic
- 792Total average daily truck traffic
- 8,570Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Frost
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 31940-1949
- 51950-1959
- 11990-1999
- 12010-2018
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 32010-2018
- Bridge Condition - Deck
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 33.3%Good
- 66.7%Satisfactory
- Bridge Condition - Substructure
- 33.3%Good
- 66.7%Satisfactory
- Bridge Condition - Channel
- 18.2%Very good
- 27.3%Good
- 54.5%Satisfactory
- Bridge Condition - Culverts
- 75.0%Good
- 12.5%Satisfactory
- 12.5%Fair
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Structure Number: 18071007470102, Location: 5.10 MI SE OF SH 34 (Lat: 32.126919, Lng: -96.827394), Route carried "on" structure: State highway 667, Year Built: 1954, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 710 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 990 (year 2033), Design Load: H 15, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.704, 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: 6, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 45.70m (149.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18071007470102, Location: 5.10 MI SE OF SH 34 (Lat: 32.126919, Lng: -96.827394), Route carried "on" structure: State highway 667, Year Built: 1954, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 710 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 990 (year 2033), Design Load: H 15, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.704, 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: 6, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 45.70m (149.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180710074701021, Location: 6.05 MI SE OF SH 34 (Lat: 32.116492, Lng: -96.818742), Route carried "on" structure: State highway 667, Year Built: 1954, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 710 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 990 (year 2033), Design Load: H 15, Features Intersected: ELM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.139, 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: 5, 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: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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: April 2016, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180710074701021, Location: 6.05 MI SE OF SH 34 (Lat: 32.116492, Lng: -96.818742), Route carried "on" structure: State highway 667, Year Built: 1954, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 710 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 990 (year 2033), Design Load: H 15, Features Intersected: ELM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.139, 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: 5, 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: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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: April 2016, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180710AA0299005, Location: 4.3 MI SE OF G SCOTT BLVD (Lat: 32.109094, Lng: -96.850481), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 31 (year 2015), Average Future Daily Traffic: 110 (year 2035), Features Intersected: MILL CREEK, Facility Carried by Structure: HAMROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.206, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 46.0m (150.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, 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: 180710AA0299005, Location: 4.3 MI SE OF G SCOTT BLVD (Lat: 32.109094, Lng: -96.850481), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 31 (year 2015), Average Future Daily Traffic: 110 (year 2035), Features Intersected: MILL CREEK, Facility Carried by Structure: HAMROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.206, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 46.0m (150.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, 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: 180710AA0301001, Location: 1.3 MI NE OF FM 667 (Lat: 32.134775, Lng: -96.807128), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 31 (year 2011), Average Future Daily Traffic: 100 (year 2031), Design Load: HS 20, Features Intersected: ELM BRANCH, Facility Carried by Structure: SCHELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.011, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 49.0m (160.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
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 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: 180710AA0301001, Location: 1.3 MI NE OF FM 667 (Lat: 32.134775, Lng: -96.807128), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 31 (year 2011), Average Future Daily Traffic: 100 (year 2031), Design Load: HS 20, Features Intersected: ELM BRANCH, Facility Carried by Structure: SCHELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.011, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 49.0m (160.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
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 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: 181750012104027, Location: 0.02 MI W OF FM 667 (Lat: 32.082061, Lng: -96.810456), Route carried "on" structure: State highway 22, Year Built: 1936, Year Reconstructed: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,630 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 2,280 (year 2033), Design Load: H 15, Features Intersected: FROST BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.689, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: 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: March 2016
Structure Number: 181750012104027, Location: 0.02 MI W OF FM 667 (Lat: 32.082061, Lng: -96.810456), Route carried "on" structure: State highway 22, Year Built: 1936, Year Reconstructed: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,630 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 2,280 (year 2033), Design Load: H 15, Features Intersected: FROST BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.689, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: 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: March 2016
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Structure Number: 181750074702033, Location: 0.50 MI S OF SH 22 (Lat: 32.075306, Lng: -96.803061), Route carried "on" structure: State highway 667, Year Built: 1959, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,090 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 1,530 (year 2033), Design Load: H 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.748, 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: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016
Structure Number: 181750074702033, Location: 0.50 MI S OF SH 22 (Lat: 32.075306, Lng: -96.803061), Route carried "on" structure: State highway 667, Year Built: 1959, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,090 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 1,530 (year 2033), Design Load: H 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.748, 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: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016
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Structure Number: 181750074702034, Location: 2.50 MI S OF SH 22 (Lat: 32.053331, Lng: -96.781692), Route carried "on" structure: State highway 667, Year Built: 1959, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 550 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 780 (year 2033), Design Load: H 20, Features Intersected: POST OAK CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.069, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), 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: 6.1m (20.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 181750074702034, Location: 2.50 MI S OF SH 22 (Lat: 32.053331, Lng: -96.781692), Route carried "on" structure: State highway 667, Year Built: 1959, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 550 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 780 (year 2033), Design Load: H 20, Features Intersected: POST OAK CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.069, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), 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: 6.1m (20.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181750074702035, Location: 3.00 MI S OF SH 22 (Lat: 32.047839, Lng: -96.777961), Route carried "on" structure: State highway 667, Year Built: 1959, Status: Open, Structure Length: 0.07m (0.23ft), Average Daily Traffic: 550 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 780 (year 2033), Design Load: H 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.896, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016
Structure Number: 181750074702035, Location: 3.00 MI S OF SH 22 (Lat: 32.047839, Lng: -96.777961), Route carried "on" structure: State highway 667, Year Built: 1959, Status: Open, Structure Length: 0.07m (0.23ft), Average Daily Traffic: 550 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 780 (year 2033), Design Load: H 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.896, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016
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Structure Number: 181750099701001, Location: 4.80 MI N OF FM 744 (Lat: 32.049889, Lng: -96.828814), Route carried "on" structure: State highway 639, Year Built: 1948, Year Reconstructed: 2010, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 270 (year 2013), Truck Traffic: 54%, Average Future Daily Traffic: 370 (year 2033), Design Load: H 15, Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.449, 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: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016
Structure Number: 181750099701001, Location: 4.80 MI N OF FM 744 (Lat: 32.049889, Lng: -96.828814), Route carried "on" structure: State highway 639, Year Built: 1948, Year Reconstructed: 2010, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 270 (year 2013), Truck Traffic: 54%, Average Future Daily Traffic: 370 (year 2033), Design Load: H 15, Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.449, 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: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016
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Structure Number: 181750099701002, Location: 4.40 MI N OF FM 744 (Lat: 32.043547, Lng: -96.824575), Route carried "on" structure: State highway 639, Year Built: 1948, Year Reconstructed: 2010, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 270 (year 2013), Truck Traffic: 54%, Average Future Daily Traffic: 370 (year 2033), Design Load: H 15, Features Intersected: RICHLAND CRK BR NO 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.105, 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: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016
Structure Number: 181750099701002, Location: 4.40 MI N OF FM 744 (Lat: 32.043547, Lng: -96.824575), Route carried "on" structure: State highway 639, Year Built: 1948, Year Reconstructed: 2010, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 270 (year 2013), Truck Traffic: 54%, Average Future Daily Traffic: 370 (year 2033), Design Load: H 15, Features Intersected: RICHLAND CRK BR NO 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.105, 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: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016
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Structure Number: 181750099701003, Location: 2.40 MI N OF FM 744 (Lat: 32.017972, Lng: -96.808542), Route carried "on" structure: State highway 639, Year Built: 1948, Year Reconstructed: 2010, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 190 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 270 (year 2033), Design Load: H 15, Features Intersected: RICHLAND CRK BR NO 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.418, 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: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016
Structure Number: 181750099701003, Location: 2.40 MI N OF FM 744 (Lat: 32.017972, Lng: -96.808542), Route carried "on" structure: State highway 639, Year Built: 1948, Year Reconstructed: 2010, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 190 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 270 (year 2033), Design Load: H 15, Features Intersected: RICHLAND CRK BR NO 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.418, 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: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016
