Bridge Statistics for Azle, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 36Number of bridges
- 545ft / 166mTotal length
- $793,000Total costs
- 377,879Total average daily traffic
- 17,507Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Azle
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 21940-1949
- 31950-1959
- 121960-1969
- 21990-1999
- 122000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 9.1%Very good
- 63.6%Good
- 18.2%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 22.7%Very good
- 27.3%Good
- 31.8%Satisfactory
- 18.2%Fair
- Bridge Condition - Substructure
- 9.1%Very good
- 68.2%Good
- 13.6%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 33.3%Good
- 44.4%Satisfactory
- 5.6%Fair
- 11.1%Poor
- 5.6%Serious
- Bridge Condition - Culverts
- 40.0%Good
- 60.0%Satisfactory
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Structure Number: 21840017103025, Location: SH 199 AT FM 730 (Lat: 32.901853, Lng: -97.551128), Route carried "on" structure: State highway 199, Year Built: 1960, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 11,455 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 9,670 (year 2033), Features Intersected: FM 730
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.787, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21840017103025, Location: SH 199 AT FM 730 (Lat: 32.901853, Lng: -97.551128), Route carried "on" structure: State highway 199, Year Built: 1960, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 11,455 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 9,670 (year 2033), Features Intersected: FM 730
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.787, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21840017103026, Location: SH 199 AT FM 730 (Lat: 32.901686, Lng: -97.551200), Route carried "on" structure: State highway 199, Year Built: 1960, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 11,984 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 9,670 (year 2033), Features Intersected: FM 730
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.787, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21840017103026, Location: SH 199 AT FM 730 (Lat: 32.901686, Lng: -97.551200), Route carried "on" structure: State highway 199, Year Built: 1960, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 11,984 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 9,670 (year 2033), Features Intersected: FM 730
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.787, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21840160101003, Location: 5.10 MI SW OF SH 199 (Lat: 32.850439, Lng: -97.610839), Route carried "on" structure: State highway 730, Year Built: 1955, Year Reconstructed: 2003, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,408 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 5,760 (year 2033), Features Intersected: TRIB OF SILVER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.4m (47.2ft)
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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21840160101003, Location: 5.10 MI SW OF SH 199 (Lat: 32.850439, Lng: -97.610839), Route carried "on" structure: State highway 730, Year Built: 1955, Year Reconstructed: 2003, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,408 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 5,760 (year 2033), Features Intersected: TRIB OF SILVER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.4m (47.2ft)
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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2184016010101, Location: 0.08 MI S OF SH 199 (Lat: 32.900378, Lng: -97.551892), Route carried "on" structure: State highway 730, Year Built: 1997, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 10,391 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,300 (year 2033), Design Load: HS 20, Features Intersected: ASH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.185, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2184016010101, Location: 0.08 MI S OF SH 199 (Lat: 32.900378, Lng: -97.551892), Route carried "on" structure: State highway 730, Year Built: 1997, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 10,391 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,300 (year 2033), Design Load: HS 20, Features Intersected: ASH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.185, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21840160501003, Location: 4.00 MI E OF FM 730 (Lat: 32.829036, Lng: -97.576506), Route carried "on" structure: State highway 1886, Year Built: 1962, Year Reconstructed: 2014, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 3,182 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,700 (year 2034), Design Load: H 15, Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.466, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21840160501003, Location: 4.00 MI E OF FM 730 (Lat: 32.829036, Lng: -97.576506), Route carried "on" structure: State highway 1886, Year Built: 1962, Year Reconstructed: 2014, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 3,182 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,700 (year 2034), Design Load: H 15, Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.466, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21840AA0323001, Location: 2.3 MI S OF FM 730 (Lat: 32.842511, Lng: -97.596933), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 4,009 (year 2019), Average Future Daily Traffic: 3,400 (year 2029), Features Intersected: TRIB TO SILVER CREEK, Facility Carried by Structure: CHURCH RD-PCT 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21840AA0323001, Location: 2.3 MI S OF FM 730 (Lat: 32.842511, Lng: -97.596933), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 4,009 (year 2019), Average Future Daily Traffic: 3,400 (year 2029), Features Intersected: TRIB TO SILVER CREEK, Facility Carried by Structure: CHURCH RD-PCT 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21840AA0323002, Location: 2.5 MI S OF FM 730 (Lat: 32.839731, Lng: -97.597511), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 3,850 (year 2019), Average Future Daily Traffic: 3,400 (year 2029), Features Intersected: SILVER CREEK, Facility Carried by Structure: CHURCH RD -PCT 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.943, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21840AA0323002, Location: 2.5 MI S OF FM 730 (Lat: 32.839731, Lng: -97.597511), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 3,850 (year 2019), Average Future Daily Traffic: 3,400 (year 2029), Features Intersected: SILVER CREEK, Facility Carried by Structure: CHURCH RD -PCT 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.943, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21840AA1062001, Location: 0.4 MI S of FLAT ROCK RD (Lat: 32.862881, Lng: -97.572650), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 90 (year 2009), Average Future Daily Traffic: 140 (year 2029), Features Intersected: MILL CREEK, Facility Carried by Structure: DON PROPP RD PCT 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.632, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Serious, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21840AA1062001, Location: 0.4 MI S of FLAT ROCK RD (Lat: 32.862881, Lng: -97.572650), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 90 (year 2009), Average Future Daily Traffic: 140 (year 2029), Features Intersected: MILL CREEK, Facility Carried by Structure: DON PROPP RD PCT 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.632, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Serious, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21840AA2030001, Location: 800 FEET SO OF FM 1886 (Lat: 32.826358, Lng: -97.574792), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 502 (year 2019), Average Future Daily Traffic: 150 (year 2030), Design Load: HS 20, Features Intersected: SILVER CREEK, Facility Carried by Structure: COVERED BRDG RD P4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.245, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21840AA2030001, Location: 800 FEET SO OF FM 1886 (Lat: 32.826358, Lng: -97.574792), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 502 (year 2019), Average Future Daily Traffic: 150 (year 2030), Design Load: HS 20, Features Intersected: SILVER CREEK, Facility Carried by Structure: COVERED BRDG RD P4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.245, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22200017104015, Location: 0.9 Mi S of FM 730 NB (Lat: 32.887136, Lng: -97.539242), Route carried "on" structure: ServiceState highway 199, Year Built: 1930, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 1,903 (year 2019), Average Future Daily Traffic: 3,660 (year 2033), Features Intersected: Ash Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.614, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.2 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: Better than 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200017104015, Location: 0.9 Mi S of FM 730 NB (Lat: 32.887136, Lng: -97.539242), Route carried "on" structure: ServiceState highway 199, Year Built: 1930, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 1,903 (year 2019), Average Future Daily Traffic: 3,660 (year 2033), Features Intersected: Ash Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.614, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.2 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: Better than 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2220001710402, Location: 0.9 Mi S of FM 730 NB (Lat: 32.887267, Lng: -97.538769), Route carried "on" structure: State highway 199, Year Built: 1956, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 14,310 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 15,830 (year 2033), Features Intersected: Ash Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2220001710402, Location: 0.9 Mi S of FM 730 NB (Lat: 32.887267, Lng: -97.538769), Route carried "on" structure: State highway 199, Year Built: 1956, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 14,310 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 15,830 (year 2033), Features Intersected: Ash Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200017104021, Location: 0.9 Mi S of FM 730 NB (Lat: 32.887228, Lng: -97.538881), Route carried "on" structure: State highway 199, Year Built: 1956, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 18,203 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 15,830 (year 2033), Features Intersected: Ash Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200017104021, Location: 0.9 Mi S of FM 730 NB (Lat: 32.887228, Lng: -97.538881), Route carried "on" structure: State highway 199, Year Built: 1956, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 18,203 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 15,830 (year 2033), Features Intersected: Ash Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200017104029, Location: 0.6 Mi S of FM 730 (Lat: 32.892036, Lng: -97.540561), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 4,740 (year 2019), Average Future Daily Traffic: 7,880 (year 2033), Features Intersected: SH 199, Facility Carried by Structure: Stewart St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $30,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200017104029, Location: 0.6 Mi S of FM 730 (Lat: 32.892036, Lng: -97.540561), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 4,740 (year 2019), Average Future Daily Traffic: 7,880 (year 2033), Features Intersected: SH 199, Facility Carried by Structure: Stewart St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $30,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2220001710403, Location: 2.9 Mi S of FM 730 (Lat: 32.889847, Lng: -97.539781), Route carried "on" structure: State highway 344, Year Built: 1960, Year Reconstructed: 1968, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 5,500 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 9,860 (year 2035), Features Intersected: SH 199
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.557, Lanes on structure: 1, Lanes under structure: 5, 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: 4, Number Of Approach Spans: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.17m (26.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $44,000, Total Project Cost: $219,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2220001710403, Location: 2.9 Mi S of FM 730 (Lat: 32.889847, Lng: -97.539781), Route carried "on" structure: State highway 344, Year Built: 1960, Year Reconstructed: 1968, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 5,500 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 9,860 (year 2035), Features Intersected: SH 199
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.557, Lanes on structure: 1, Lanes under structure: 5, 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: 4, Number Of Approach Spans: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.17m (26.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $44,000, Total Project Cost: $219,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200017104031, Location: 0.9 Mi S of FM 730 NB (Lat: 32.887356, Lng: -97.538419), Route carried "on" structure: ServiceState highway 199, Year Built: 1960, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 6,720 (year 2013), Average Future Daily Traffic: 9,410 (year 2033), Features Intersected: Ash Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $75,000, Total Project Cost: $369,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200017104031, Location: 0.9 Mi S of FM 730 NB (Lat: 32.887356, Lng: -97.538419), Route carried "on" structure: ServiceState highway 199, Year Built: 1960, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 6,720 (year 2013), Average Future Daily Traffic: 9,410 (year 2033), Features Intersected: Ash Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $75,000, Total Project Cost: $369,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200017104037, Location: 1.44 Mi E of FM 730 (Lat: 32.880050, Lng: -97.534575), Route carried "on" structure: State highway 199, Year Built: 2000, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 11,310 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 15,830 (year 2033), Design Load: HS 20, Features Intersected: Denver Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.472, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), 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: 27.1m (88.9ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22200017104037, Location: 1.44 Mi E of FM 730 (Lat: 32.880050, Lng: -97.534575), Route carried "on" structure: State highway 199, Year Built: 2000, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 11,310 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 15,830 (year 2033), Design Load: HS 20, Features Intersected: Denver Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.472, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), 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: 27.1m (88.9ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22200017104038, Location: 1.44 Mi E of FM 730 (Lat: 32.880375, Lng: -97.535314), Route carried "on" structure: State highway 199, Year Built: 2000, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 11,310 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 15,830 (year 2033), Design Load: HS 20, Features Intersected: Denver Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.472, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), 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: 27.1m (88.9ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22200017104038, Location: 1.44 Mi E of FM 730 (Lat: 32.880375, Lng: -97.535314), Route carried "on" structure: State highway 199, Year Built: 2000, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 11,310 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 15,830 (year 2033), Design Load: HS 20, Features Intersected: Denver Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.472, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), 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: 27.1m (88.9ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22200017104039, Location: 200 ft S of Denver Trail (Lat: 32.879864, Lng: -97.533853), Route carried "on" structure: State highway 199, Year Built: 2000, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 36,259 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 31,670 (year 2033), Design Load: HS 20, Features Intersected: Pascal Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.578, Lanes on structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 65.8m (215.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019
Structure Number: 22200017104039, Location: 200 ft S of Denver Trail (Lat: 32.879864, Lng: -97.533853), Route carried "on" structure: State highway 199, Year Built: 2000, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 36,259 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 31,670 (year 2033), Design Load: HS 20, Features Intersected: Pascal Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.578, Lanes on structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 65.8m (215.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019
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Structure Number: 22200017104042, Location: 3.3 Mi SE of FM 1542 (Lat: 32.899486, Lng: -97.544419), Route carried "on" structure: State highway 199, Year Built: 1960, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 18,236 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 16,470 (year 2033), Features Intersected: FM 730
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.114, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200017104042, Location: 3.3 Mi SE of FM 1542 (Lat: 32.899486, Lng: -97.544419), Route carried "on" structure: State highway 199, Year Built: 1960, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 18,236 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 16,470 (year 2033), Features Intersected: FM 730
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.114, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200017104043, Location: 3.85 Mi NW of FM 1886 (Lat: 32.866950, Lng: -97.523956), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 273 (year 2019), Average Future Daily Traffic: 100 (year 2033), Design Load: HS 20, Features Intersected: SH 199, Facility Carried by Structure: Wells-Burnett Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22200017104043, Location: 3.85 Mi NW of FM 1886 (Lat: 32.866950, Lng: -97.523956), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 273 (year 2019), Average Future Daily Traffic: 100 (year 2033), Design Load: HS 20, Features Intersected: SH 199, Facility Carried by Structure: Wells-Burnett Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22200017104049, Location: 3.3 Mi SE of FM 1542 (Lat: 32.899283, Lng: -97.544569), Route carried "on" structure: State highway 199, Year Built: 2007, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 18,236 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 16,470 (year 2033), Design Load: HS 20, Features Intersected: FM 730
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.114, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22200017104049, Location: 3.3 Mi SE of FM 1542 (Lat: 32.899283, Lng: -97.544569), Route carried "on" structure: State highway 199, Year Built: 2007, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 18,236 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 16,470 (year 2033), Design Load: HS 20, Features Intersected: FM 730
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.114, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22200031205015, Location: 0.40 Mi S of FM 1542 (Lat: 32.930336, Lng: -97.543531), Route carried "on" structure: State highway 730, Year Built: 1939, Year Reconstructed: 2001, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 17,981 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 19,990 (year 2033), Features Intersected: Trib Walnut Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.088, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 41.1m (134.8ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200031205015, Location: 0.40 Mi S of FM 1542 (Lat: 32.930336, Lng: -97.543531), Route carried "on" structure: State highway 730, Year Built: 1939, Year Reconstructed: 2001, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 17,981 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 19,990 (year 2033), Features Intersected: Trib Walnut Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.088, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 41.1m (134.8ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200031205051, Location: 1.7 Mi N of SH 199 (Lat: 32.920053, Lng: -97.543350), Route carried "on" structure: State highway 730, Year Built: 2001, Status: Open, Structure Length: 39.99m (131.20ft), Average Daily Traffic: 8,919 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 9,990 (year 2033), Design Load: HS 20, Features Intersected: Walnut Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.019, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Number Of Approach Spans: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22200031205051, Location: 1.7 Mi N of SH 199 (Lat: 32.920053, Lng: -97.543350), Route carried "on" structure: State highway 730, Year Built: 2001, Status: Open, Structure Length: 39.99m (131.20ft), Average Daily Traffic: 8,919 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 9,990 (year 2033), Design Load: HS 20, Features Intersected: Walnut Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.019, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Number Of Approach Spans: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22200AA0200002, Location: 0.9 MI S OF STEWART ST (Lat: 32.876464, Lng: -97.539175), Route carried "on" structure: City street , Year Built: 1944, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,132 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 3,040 (year 2030), Features Intersected: TRIB ASH CREEK, Facility Carried by Structure: SILVER CRK-AZLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.116, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200AA0200002, Location: 0.9 MI S OF STEWART ST (Lat: 32.876464, Lng: -97.539175), Route carried "on" structure: City street , Year Built: 1944, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,132 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 3,040 (year 2030), Features Intersected: TRIB ASH CREEK, Facility Carried by Structure: SILVER CRK-AZLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.116, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200AA0239001, Location: 0.05 MI E FM 730 (Lat: 32.929506, Lng: -97.542539), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 7,573 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,210 (year 2030), Design Load: HS 20, Features Intersected: TRIB TO WALNUT CK, Facility Carried by Structure: SANDY BEACH PCT 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 17.5m (57.4ft)
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: Somewhat better than minimum adequacy, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200AA0239001, Location: 0.05 MI E FM 730 (Lat: 32.929506, Lng: -97.542539), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 7,573 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,210 (year 2030), Design Load: HS 20, Features Intersected: TRIB TO WALNUT CK, Facility Carried by Structure: SANDY BEACH PCT 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 17.5m (57.4ft)
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: Somewhat better than minimum adequacy, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200T00200001, Location: 0.10 MI S STEWART STREET (Lat: 32.886825, Lng: -97.545917), Route carried "on" structure: City street , Year Built: 1946, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,673 (year 2019), Average Future Daily Traffic: 3,820 (year 2034), Features Intersected: TRIB ASH CREEK, Facility Carried by Structure: SILVER CREEK RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200T00200001, Location: 0.10 MI S STEWART STREET (Lat: 32.886825, Lng: -97.545917), Route carried "on" structure: City street , Year Built: 1946, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,673 (year 2019), Average Future Daily Traffic: 3,820 (year 2034), Features Intersected: TRIB ASH CREEK, Facility Carried by Structure: SILVER CREEK RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200T01615001, Location: 0.20 MI NE OF HWY 199 (Lat: 32.882622, Lng: -97.532228), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 31.70m (104.00ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2036), Design Load: HL 93, Features Intersected: ASH CREEK, Facility Carried by Structure: DENVER TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 0.0m, Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 22200T01615001, Location: 0.20 MI NE OF HWY 199 (Lat: 32.882622, Lng: -97.532228), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 31.70m (104.00ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2036), Design Load: HL 93, Features Intersected: ASH CREEK, Facility Carried by Structure: DENVER TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 0.0m, Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 21840017103025, Location: SH 199 AT FM 730 (Lat: 32.901853, Lng: -97.551128), Route carried "under" structure: State highway 730, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 5,130 (year 2013), Truck Traffic: 3%, Features Intersected: FM 730, Facility Carried by Structure: SH 199 WB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 0.021, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 21840017103025, Location: SH 199 AT FM 730 (Lat: 32.901853, Lng: -97.551128), Route carried "under" structure: State highway 730, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 5,130 (year 2013), Truck Traffic: 3%, Features Intersected: FM 730, Facility Carried by Structure: SH 199 WB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 0.021, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 21840017103026, Location: SH 199 AT FM 730 (Lat: 32.901686, Lng: -97.551200), Route carried "under" structure: State highway 730, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 5,130 (year 2013), Truck Traffic: 3%, Features Intersected: FM 730, Facility Carried by Structure: SH 199 EB
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.063, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 21840017103026, Location: SH 199 AT FM 730 (Lat: 32.901686, Lng: -97.551200), Route carried "under" structure: State highway 730, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 5,130 (year 2013), Truck Traffic: 3%, Features Intersected: FM 730, Facility Carried by Structure: SH 199 EB
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.063, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 22200017104029, Location: 0.6 Mi S of FM 730 (Lat: 32.892036, Lng: -97.540561), Route carried "under" structure: State highway 199, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 23,540 (year 2013), Truck Traffic: 3%, Features Intersected: SH199, Facility Carried by Structure: Stewart St
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 1.046, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 22200017104029, Location: 0.6 Mi S of FM 730 (Lat: 32.892036, Lng: -97.540561), Route carried "under" structure: State highway 199, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 23,540 (year 2013), Truck Traffic: 3%, Features Intersected: SH199, Facility Carried by Structure: Stewart St
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 1.046, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 2220001710403, Location: 2.9 Mi S of FM 730 (Lat: 32.889847, Lng: -97.539781), Route carried "under" structure: State highway 199, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 34,000 (year 2009), Truck Traffic: 7%, Features Intersected: SH199, Facility Carried by Structure: Loop 344
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 1.308, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 2220001710403, Location: 2.9 Mi S of FM 730 (Lat: 32.889847, Lng: -97.539781), Route carried "under" structure: State highway 199, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 34,000 (year 2009), Truck Traffic: 7%, Features Intersected: SH199, Facility Carried by Structure: Loop 344
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 1.308, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 22200017104037, Location: 1.44 Mi E of FM 730 (Lat: 32.880050, Lng: -97.534575), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 3,350 (year 2009), Features Intersected: Denver Trail, Facility Carried by Structure: SH 199 EB
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 22200017104037, Location: 1.44 Mi E of FM 730 (Lat: 32.880050, Lng: -97.534575), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 3,350 (year 2009), Features Intersected: Denver Trail, Facility Carried by Structure: SH 199 EB
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 22200017104038, Location: 1.44 Mi E of FM 730 (Lat: 32.880375, Lng: -97.535314), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 3,350 (year 2009), Features Intersected: Denver Trail, Facility Carried by Structure: SH 199 WB
Minimum Vertical Clearance: 6.48m (21.26ft), Kilometerpoint: 0.002, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 22200017104038, Location: 1.44 Mi E of FM 730 (Lat: 32.880375, Lng: -97.535314), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 3,350 (year 2009), Features Intersected: Denver Trail, Facility Carried by Structure: SH 199 WB
Minimum Vertical Clearance: 6.48m (21.26ft), Kilometerpoint: 0.002, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 22200017104042, Location: 3.3 Mi SE of FM 1542 (Lat: 32.899486, Lng: -97.544419), Route carried "under" structure: State highway 730, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 22,370 (year 2013), Truck Traffic: 11%, Features Intersected: FM 730, Facility Carried by Structure: SH 199 WB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 10.511, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 22200017104042, Location: 3.3 Mi SE of FM 1542 (Lat: 32.899486, Lng: -97.544419), Route carried "under" structure: State highway 730, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 22,370 (year 2013), Truck Traffic: 11%, Features Intersected: FM 730, Facility Carried by Structure: SH 199 WB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 10.511, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 22200017104043, Location: 3.85 Mi NW of FM 1886 (Lat: 32.866950, Lng: -97.523956), Route carried "under" structure: State highway 199, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 24,960 (year 2013), Truck Traffic: 3%, Features Intersected: SH 199, Facility Carried by Structure: Wells-Burnett Rd
Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 3.467, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 22200017104043, Location: 3.85 Mi NW of FM 1886 (Lat: 32.866950, Lng: -97.523956), Route carried "under" structure: State highway 199, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 24,960 (year 2013), Truck Traffic: 3%, Features Intersected: SH 199, Facility Carried by Structure: Wells-Burnett Rd
Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 3.467, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 22200017104049, Location: 3.3 Mi SE of FM 1542 (Lat: 32.899283, Lng: -97.544569), Route carried "under" structure: State highway 730, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 17,900 (year 2009), Truck Traffic: 8%, Features Intersected: FM 730, Facility Carried by Structure: SH 199 EB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 10.532, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 22200017104049, Location: 3.3 Mi SE of FM 1542 (Lat: 32.899283, Lng: -97.544569), Route carried "under" structure: State highway 730, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 17,900 (year 2009), Truck Traffic: 8%, Features Intersected: FM 730, Facility Carried by Structure: SH 199 EB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 10.532, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)