Bridge Statistics for Austin, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 1,635Number of bridges
- 47,585ft / 14,504mTotal length
- $88,672,000Total costs
- 40,979,061Total average daily traffic
- 2,477,736Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Austin
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 81910-1919
- 171920-1929
- 481930-1939
- 261940-1949
- 701950-1959
- 861960-1969
- 1991970-1979
- 1861980-1989
- 3531990-1999
- 4002000-2009
- 2092010-2019
- 322020-2022
- Reconstructed bridges - Historical Statistics
- 11920-1929
- 41930-1939
- 11940-1949
- 151950-1959
- 171960-1969
- 261970-1979
- 201980-1989
- 241990-1999
- 242000-2009
- 352010-2019
- 162020-2022
- Bridge Condition - Deck
- 12.5%Excellent
- 73.1%Very good
- 13.2%Good
- 1.2%Satisfactory
- 1.0%Fair
- 0.1%Poor
- Bridge Condition - Superstructure
- 31.7%Excellent
- 49.8%Very good
- 16.2%Good
- 1.5%Satisfactory
- 0.9%Fair
- 0.4%Poor
- Bridge Condition - Substructure
- 0.1%Excellent
- 7.0%Very good
- 68.9%Good
- 22.8%Satisfactory
- 1.1%Fair
- Bridge Condition - Channel
- 9.0%Very good
- 52.0%Good
- 33.6%Satisfactory
- 5.5%Fair
- Bridge Condition - Culverts
- 61.7%Very good
- 36.5%Good
- 1.8%Satisfactory
- 0.9%Fair
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Structure Number: 142270313601095, Location: 0.6 MI S OF LP 360 (Lat: 30.382172, Lng: -97.737636), Route carried "on" structure: ServiceState highway 1, Year Built: 1989, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 15,225 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 23,300 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.469, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270313601095, Location: 0.6 MI S OF LP 360 (Lat: 30.382172, Lng: -97.737636), Route carried "on" structure: ServiceState highway 1, Year Built: 1989, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 15,225 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 23,300 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.469, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270313601096, Location: AT LP 1/LP 360 (Lat: 30.247958, Lng: -97.804381), Route carried "on" structure: State highway 1, Year Built: 1986, Status: Open, Structure Length: 11.61m (38.09ft), Average Daily Traffic: 44,076 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 94,020 (year 2033), Design Load: HS 20, Features Intersected: LP 360
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.390, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 11.4m (37.4ft), 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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.61m (38.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270313601096, Location: AT LP 1/LP 360 (Lat: 30.247958, Lng: -97.804381), Route carried "on" structure: State highway 1, Year Built: 1986, Status: Open, Structure Length: 11.61m (38.09ft), Average Daily Traffic: 44,076 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 94,020 (year 2033), Design Load: HS 20, Features Intersected: LP 360
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.390, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 11.4m (37.4ft), 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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.61m (38.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270313601097, Location: 0.10 MI S OF LP 360 (Lat: 30.247092, Lng: -97.805011), Route carried "on" structure: State highway 1, Year Built: 1986, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 37,280 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 52,190 (year 2033), Design Load: HS 20, Features Intersected: LP 1 SB TO LP 360 CONN N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.535, Lanes on structure: 3, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), 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: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270313601097, Location: 0.10 MI S OF LP 360 (Lat: 30.247092, Lng: -97.805011), Route carried "on" structure: State highway 1, Year Built: 1986, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 37,280 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 52,190 (year 2033), Design Load: HS 20, Features Intersected: LP 1 SB TO LP 360 CONN N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.535, Lanes on structure: 3, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), 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: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270313601098, Location: 0.10 MI S OF LP 360 (Lat: 30.246831, Lng: -97.804633), Route carried "on" structure: ServiceState highway 1, Year Built: 1986, Year Reconstructed: 2016, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 7,710 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 13,260 (year 2036), Design Load: HS 20, Features Intersected: LP 1 SB TO LP 360 CONN N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.543, Lanes on structure: 5, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.7m (64.6ft)
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: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270313601098, Location: 0.10 MI S OF LP 360 (Lat: 30.246831, Lng: -97.804633), Route carried "on" structure: ServiceState highway 1, Year Built: 1986, Year Reconstructed: 2016, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 7,710 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 13,260 (year 2036), Design Load: HS 20, Features Intersected: LP 1 SB TO LP 360 CONN N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.543, Lanes on structure: 5, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.7m (64.6ft)
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: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270313601099, Location: 0.7 MI S OF LOOP 360 (Lat: 30.238372, Lng: -97.819789), Route carried "on" structure: State highway 1, Year Built: 1993, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 46,166 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 52,190 (year 2033), Design Load: HS 20, Features Intersected: GAINES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.244, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 142270313601099, Location: 0.7 MI S OF LOOP 360 (Lat: 30.238372, Lng: -97.819789), Route carried "on" structure: State highway 1, Year Built: 1993, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 46,166 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 52,190 (year 2033), Design Load: HS 20, Features Intersected: GAINES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.244, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1422703136011, Location: 0.40 MI S OF US 290 (Lat: 30.231314, Lng: -97.826569), Route carried "on" structure: State highway 1, Year Built: 1990, Year Reconstructed: 1999, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 68,700 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 96,180 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.563, Lanes on structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 64.6m (211.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1422703136011, Location: 0.40 MI S OF US 290 (Lat: 30.231314, Lng: -97.826569), Route carried "on" structure: State highway 1, Year Built: 1990, Year Reconstructed: 1999, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 68,700 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 96,180 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.563, Lanes on structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 64.6m (211.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270313601102, Location: 1.0 MI SW OF US 290 (Lat: 30.223750, Lng: -97.832883), Route carried "on" structure: ServiceState highway 1, Year Built: 1990, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 32,000 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 79,170 (year 2035), Design Load: HS 20, Features Intersected: WILLIAMSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.503, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $4,000, Total Project Cost: $19,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270313601102, Location: 1.0 MI SW OF US 290 (Lat: 30.223750, Lng: -97.832883), Route carried "on" structure: ServiceState highway 1, Year Built: 1990, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 32,000 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 79,170 (year 2035), Design Load: HS 20, Features Intersected: WILLIAMSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.503, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $4,000, Total Project Cost: $19,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270313601103, Location: 1.0 MI SW OF US 290 (Lat: 30.224417, Lng: -97.833833), Route carried "on" structure: ServiceState highway 1, Year Built: 1990, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 39,500 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 68,640 (year 2035), Design Load: HS 20, Features Intersected: WILLIAMSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.482, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270313601103, Location: 1.0 MI SW OF US 290 (Lat: 30.224417, Lng: -97.833833), Route carried "on" structure: ServiceState highway 1, Year Built: 1990, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 39,500 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 68,640 (year 2035), Design Load: HS 20, Features Intersected: WILLIAMSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.482, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270313601104, Location: 1.8 MI SW OF US 290 (Lat: 30.216453, Lng: -97.847608), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 33.38m (109.51ft), Average Daily Traffic: 38,074 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 58,130 (year 2035), Design Load: HS 20, Features Intersected: CONVICT HILL;KINCHEON BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.934, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: 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: Equal to present minimum criteria, Underclear: 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270313601104, Location: 1.8 MI SW OF US 290 (Lat: 30.216453, Lng: -97.847608), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 33.38m (109.51ft), Average Daily Traffic: 38,074 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 58,130 (year 2035), Design Load: HS 20, Features Intersected: CONVICT HILL;KINCHEON BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.934, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: 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: Equal to present minimum criteria, Underclear: 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270313601105, Location: 1.8 MI SW OF US 290 (Lat: 30.216683, Lng: -97.844275), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 29.87m (98.00ft), Average Daily Traffic: 36,303 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 58,130 (year 2035), Design Load: HS 20, Features Intersected: CONVICT HILL;KINCHEON BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.934, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270313601105, Location: 1.8 MI SW OF US 290 (Lat: 30.216683, Lng: -97.844275), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 29.87m (98.00ft), Average Daily Traffic: 36,303 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 58,130 (year 2035), Design Load: HS 20, Features Intersected: CONVICT HILL;KINCHEON BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.934, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270313601106, Location: 0.05 MI S OF CONVICT HILL (Lat: 30.215992, Lng: -97.847244), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 7,140 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 9,570 (year 2027), Design Load: HS 20, Features Intersected: KINCHEON BRANCH, Facility Carried by Structure: LATTA DR
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 34.953, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft)
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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 142270313601106, Location: 0.05 MI S OF CONVICT HILL (Lat: 30.215992, Lng: -97.847244), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 7,140 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 9,570 (year 2027), Design Load: HS 20, Features Intersected: KINCHEON BRANCH, Facility Carried by Structure: LATTA DR
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 34.953, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft)
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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 142270313601107, Location: 0.8 MI SW OF WM CANNON (Lat: 30.215867, Lng: -97.851511), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 31.85m (104.49ft), Average Daily Traffic: 38,074 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 44,500 (year 2033), Design Load: HS 20, Features Intersected: KINCHEON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270313601107, Location: 0.8 MI SW OF WM CANNON (Lat: 30.215867, Lng: -97.851511), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 31.85m (104.49ft), Average Daily Traffic: 38,074 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 44,500 (year 2033), Design Load: HS 20, Features Intersected: KINCHEON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270313601108, Location: 0.8 MI SW OF WM CANNON (Lat: 30.216022, Lng: -97.851383), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 31.88m (104.59ft), Average Daily Traffic: 36,303 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 44,500 (year 2033), Design Load: HS 20, Features Intersected: KINCHEON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.438, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270313601108, Location: 0.8 MI SW OF WM CANNON (Lat: 30.216022, Lng: -97.851383), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 31.88m (104.59ft), Average Daily Traffic: 36,303 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 44,500 (year 2033), Design Load: HS 20, Features Intersected: KINCHEON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.438, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270313601109, Location: 1.4 MI SW OF WM CANNON (Lat: 30.211747, Lng: -97.857328), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 38,074 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 44,500 (year 2033), Design Load: HS 20, Features Intersected: KINCHEON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.320, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270313601109, Location: 1.4 MI SW OF WM CANNON (Lat: 30.211747, Lng: -97.857328), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 38,074 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 44,500 (year 2033), Design Load: HS 20, Features Intersected: KINCHEON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.320, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14227031360111, Location: 1.4 MI SW OF WM CANNON (Lat: 30.211797, Lng: -97.857417), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 36,303 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 44,500 (year 2033), Design Load: HS 20, Features Intersected: KINCHEON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.320, 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: 3, Number Of Approach Spans: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14227031360111, Location: 1.4 MI SW OF WM CANNON (Lat: 30.211797, Lng: -97.857417), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 36,303 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 44,500 (year 2033), Design Load: HS 20, Features Intersected: KINCHEON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.320, 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: 3, Number Of Approach Spans: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270313601111, Location: 1.8 MI SW OF WM CANNON (Lat: 30.207950, Lng: -97.860647), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 20,859 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 44,500 (year 2033), Design Load: HS 20, Features Intersected: DAVIS LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.881, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 28.7m (94.2ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270313601111, Location: 1.8 MI SW OF WM CANNON (Lat: 30.207950, Lng: -97.860647), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 20,859 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 44,500 (year 2033), Design Load: HS 20, Features Intersected: DAVIS LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.881, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 28.7m (94.2ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270313601112, Location: 1.8 MI SW OF WM CANNON (Lat: 30.208386, Lng: -97.861033), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 22,854 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 44,500 (year 2033), Design Load: HS 20, Features Intersected: DAVIS LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.881, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 28.7m (94.2ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270313601112, Location: 1.8 MI SW OF WM CANNON (Lat: 30.208386, Lng: -97.861033), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 22,854 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 44,500 (year 2033), Design Load: HS 20, Features Intersected: DAVIS LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.881, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 28.7m (94.2ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270313601113, Location: JCT LP 1 & DAVIS LN (Lat: 30.207381, Lng: -97.861064), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 34,980 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 62,530 (year 2033), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: DAVIS LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.129, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Structure Number: 142270313601113, Location: JCT LP 1 & DAVIS LN (Lat: 30.207381, Lng: -97.861064), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 34,980 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 62,530 (year 2033), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: DAVIS LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.129, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
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Structure Number: 142270313601114, Location: JCT LP 1 & DAVIS LN (Lat: 30.207686, Lng: -97.861253), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 34,980 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 62,530 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.129, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 39.3m (128.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Structure Number: 142270313601114, Location: JCT LP 1 & DAVIS LN (Lat: 30.207686, Lng: -97.861253), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 34,980 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 62,530 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.129, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 39.3m (128.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
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Structure Number: 142270313601115, Location: 0.3 MI S OF SLAUGHTER LN (Lat: 30.196625, Lng: -97.868431), Route carried "on" structure: State highway 1, Year Built: 1991, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 34,980 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 58,160 (year 2035), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.359, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
Structure Number: 142270313601115, Location: 0.3 MI S OF SLAUGHTER LN (Lat: 30.196625, Lng: -97.868431), Route carried "on" structure: State highway 1, Year Built: 1991, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 34,980 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 58,160 (year 2035), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.359, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
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Structure Number: 142270313601116, Location: 0.35 MI S OF SLAUGHTER LN (Lat: 30.195647, Lng: -97.869206), Route carried "on" structure: State highway 1, Year Built: 1991, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 20,859 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 29,070 (year 2035), Design Load: HS 20, Features Intersected: SLAUGHTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.412, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270313601116, Location: 0.35 MI S OF SLAUGHTER LN (Lat: 30.195647, Lng: -97.869206), Route carried "on" structure: State highway 1, Year Built: 1991, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 20,859 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 29,070 (year 2035), Design Load: HS 20, Features Intersected: SLAUGHTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.412, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270313601117, Location: 0.35 MI S OF SLAUGHTER LN (Lat: 30.196425, Lng: -97.869275), Route carried "on" structure: State highway 1, Year Built: 1991, Status: Not yet open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 22,854 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 29,070 (year 2035), Design Load: HS 20, Features Intersected: SLAUGHTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.420, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) 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: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270313601117, Location: 0.35 MI S OF SLAUGHTER LN (Lat: 30.196425, Lng: -97.869275), Route carried "on" structure: State highway 1, Year Built: 1991, Status: Not yet open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 22,854 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 29,070 (year 2035), Design Load: HS 20, Features Intersected: SLAUGHTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.420, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) 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: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270313601118, Location: 1.1 MI S OF SLAUGHTER LN (Lat: 30.187942, Lng: -97.877056), Route carried "on" structure: State highway 1, Year Built: 1991, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 34,980 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 58,160 (year 2035), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.624, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
Structure Number: 142270313601118, Location: 1.1 MI S OF SLAUGHTER LN (Lat: 30.187942, Lng: -97.877056), Route carried "on" structure: State highway 1, Year Built: 1991, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 34,980 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 58,160 (year 2035), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.624, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
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Structure Number: 142270313601119, Location: 2.0 MI S OF SLAUGHTER LN (Lat: 30.176989, Lng: -97.883983), Route carried "on" structure: State highway 1, Year Built: 1994, Year Reconstructed: 2019, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 10,870 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 15,220 (year 2033), Design Load: HS 20, Features Intersected: NORTH BRANCH DANZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.700, Lanes on structure: 3, Owner: State Highway Agency, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Very 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: Equal to 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270313601119, Location: 2.0 MI S OF SLAUGHTER LN (Lat: 30.176989, Lng: -97.883983), Route carried "on" structure: State highway 1, Year Built: 1994, Year Reconstructed: 2019, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 10,870 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 15,220 (year 2033), Design Load: HS 20, Features Intersected: NORTH BRANCH DANZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.700, Lanes on structure: 3, Owner: State Highway Agency, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Very 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: Equal to 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14227031360112, Location: 2.0 MI S OF SLAUGHTER LN (Lat: 30.177642, Lng: -97.885314), Route carried "on" structure: State highway 1, Year Built: 1994, Year Reconstructed: 2019, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 10,870 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 15,220 (year 2033), Design Load: HS 20, Features Intersected: NORTH BRANCH DANZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.700, Lanes on structure: 3, Owner: State Highway Agency, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.9m (52.2ft)
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: 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14227031360112, Location: 2.0 MI S OF SLAUGHTER LN (Lat: 30.177642, Lng: -97.885314), Route carried "on" structure: State highway 1, Year Built: 1994, Year Reconstructed: 2019, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 10,870 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 15,220 (year 2033), Design Load: HS 20, Features Intersected: NORTH BRANCH DANZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.700, Lanes on structure: 3, Owner: State Highway Agency, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.9m (52.2ft)
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: 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270313601122, Location: 0.7 MI S OF LOOP 360 (Lat: 30.239425, Lng: -97.818417), Route carried "on" structure: State highway 1, Year Built: 1993, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 41,991 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 52,190 (year 2033), Design Load: HS 20, Features Intersected: GAINES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.244, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 142270313601122, Location: 0.7 MI S OF LOOP 360 (Lat: 30.239425, Lng: -97.818417), Route carried "on" structure: State highway 1, Year Built: 1993, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 41,991 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 52,190 (year 2033), Design Load: HS 20, Features Intersected: GAINES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.244, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 142270313601125, Location: LP 1 & US 290/ SH 71 INT (Lat: 30.236839, Lng: -97.824972), Route carried "on" structure: Ramp State highway 1, Year Built: 1993, Status: Open, Structure Length: 42.79m (140.39ft), Average Daily Traffic: 1,620 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 2,280 (year 2033), Design Load: HS 20, Features Intersected: SOUTHWEST PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.727, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Number Of Approach Spans: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 142270313601125, Location: LP 1 & US 290/ SH 71 INT (Lat: 30.236839, Lng: -97.824972), Route carried "on" structure: Ramp State highway 1, Year Built: 1993, Status: Open, Structure Length: 42.79m (140.39ft), Average Daily Traffic: 1,620 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 2,280 (year 2033), Design Load: HS 20, Features Intersected: SOUTHWEST PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.727, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Number Of Approach Spans: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 142270313601127, Location: 0.10 MI N OF US 183 (Lat: 30.381039, Lng: -97.737089), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 83,203 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 112,710 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.548, Lanes on structure: 10, Owner: State Highway Agency, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 54.3m (178.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2021
Structure Number: 142270313601127, Location: 0.10 MI N OF US 183 (Lat: 30.381039, Lng: -97.737089), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 83,203 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 112,710 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.548, Lanes on structure: 10, Owner: State Highway Agency, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 54.3m (178.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2021
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Structure Number: 142270313601129, Location: 1.0 MI SW OF US 290 (Lat: 30.224300, Lng: -97.833433), Route carried "on" structure: State highway 1, Year Built: 2005, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 66,965 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 158,340 (year 2035), Design Load: HS 20, Features Intersected: WILLIAMSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.082, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 37.1m (121.7ft), Out-to-Out Width: 38.4m (126.0ft)
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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 142270313601129, Location: 1.0 MI SW OF US 290 (Lat: 30.224300, Lng: -97.833433), Route carried "on" structure: State highway 1, Year Built: 2005, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 66,965 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 158,340 (year 2035), Design Load: HS 20, Features Intersected: WILLIAMSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.082, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 37.1m (121.7ft), Out-to-Out Width: 38.4m (126.0ft)
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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 142270313601136, Location: 1.2 MI S OF US 290 (Lat: 30.219689, Lng: -97.836756), Route carried "on" structure: State highway 1, Year Built: 2005, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 38,074 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 52,580 (year 2035), Design Load: HS 20, Features Intersected: WILLIAM CANNON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.018, Lanes on structure: 3, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, 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: 40.8m (133.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.0m (59.1ft)
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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 142270313601136, Location: 1.2 MI S OF US 290 (Lat: 30.219689, Lng: -97.836756), Route carried "on" structure: State highway 1, Year Built: 2005, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 38,074 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 52,580 (year 2035), Design Load: HS 20, Features Intersected: WILLIAM CANNON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.018, Lanes on structure: 3, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, 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: 40.8m (133.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.0m (59.1ft)
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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142270313601137, Location: 1.2 MI S OF US 290 (Lat: 30.220669, Lng: -97.836469), Route carried "on" structure: State highway 1, Year Built: 2005, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 36,303 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 52,580 (year 2035), Design Load: HS 20, Features Intersected: WILLIAM CANNON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.018, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, 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: 40.8m (133.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.3m (56.8ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 142270313601137, Location: 1.2 MI S OF US 290 (Lat: 30.220669, Lng: -97.836469), Route carried "on" structure: State highway 1, Year Built: 2005, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 36,303 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 52,580 (year 2035), Design Load: HS 20, Features Intersected: WILLIAM CANNON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.018, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, 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: 40.8m (133.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.3m (56.8ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142270313601138, Location: 0.60 MI N OF PARMER LN (Lat: 30.431406, Lng: -97.700831), Route carried "on" structure: Other road 1, Year Built: 2006, Status: Open, Structure Length: 14.72m (48.29ft), Average Daily Traffic: 48,650 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 61,170 (year 2036), Design Load: HS 20, Features Intersected: SCOFIELD RIDGE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.712, Lanes on structure: 4, Lanes under structure: 7, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 142270313601138, Location: 0.60 MI N OF PARMER LN (Lat: 30.431406, Lng: -97.700831), Route carried "on" structure: Other road 1, Year Built: 2006, Status: Open, Structure Length: 14.72m (48.29ft), Average Daily Traffic: 48,650 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 61,170 (year 2036), Design Load: HS 20, Features Intersected: SCOFIELD RIDGE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.712, Lanes on structure: 4, Lanes under structure: 7, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 142270313601139, Location: 0.60 MI N OF PARMER LN (Lat: 30.430019, Lng: -97.700725), Route carried "on" structure: Other road 1, Year Built: 2006, Status: Open, Structure Length: 14.72m (48.29ft), Average Daily Traffic: 48,650 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 61,170 (year 2036), Design Load: HS 20, Features Intersected: SCOFIELD RIDGE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.712, Lanes on structure: 4, Lanes under structure: 7, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.3m (69.9ft)
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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 142270313601139, Location: 0.60 MI N OF PARMER LN (Lat: 30.430019, Lng: -97.700725), Route carried "on" structure: Other road 1, Year Built: 2006, Status: Open, Structure Length: 14.72m (48.29ft), Average Daily Traffic: 48,650 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 61,170 (year 2036), Design Load: HS 20, Features Intersected: SCOFIELD RIDGE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.712, Lanes on structure: 4, Lanes under structure: 7, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.3m (69.9ft)
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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 14227031360114, Location: 1.20 MI N OF PARMER LN (Lat: 30.440733, Lng: -97.698417), Route carried "on" structure: Other road 1, Year Built: 2006, Status: Open, Structure Length: 15.79m (51.80ft), Average Daily Traffic: 48,650 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 61,170 (year 2036), Design Load: HS 20, Features Intersected: WELLS BRANCH PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.661, Lanes on structure: 4, Lanes under structure: 8, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.3m (69.9ft)
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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 14227031360114, Location: 1.20 MI N OF PARMER LN (Lat: 30.440733, Lng: -97.698417), Route carried "on" structure: Other road 1, Year Built: 2006, Status: Open, Structure Length: 15.79m (51.80ft), Average Daily Traffic: 48,650 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 61,170 (year 2036), Design Load: HS 20, Features Intersected: WELLS BRANCH PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.661, Lanes on structure: 4, Lanes under structure: 8, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.3m (69.9ft)
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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 142270313601141, Location: 1.20 MI N OF PARMER LN (Lat: 30.439339, Lng: -97.698414), Route carried "on" structure: Other road 1, Year Built: 2006, Status: Open, Structure Length: 15.79m (51.80ft), Average Daily Traffic: 48,650 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 61,170 (year 2036), Design Load: HS 20, Features Intersected: WELLS BRANCH PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.661, Lanes on structure: 3, Lanes under structure: 8, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.7m (58.1ft)
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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 142270313601141, Location: 1.20 MI N OF PARMER LN (Lat: 30.439339, Lng: -97.698414), Route carried "on" structure: Other road 1, Year Built: 2006, Status: Open, Structure Length: 15.79m (51.80ft), Average Daily Traffic: 48,650 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 61,170 (year 2036), Design Load: HS 20, Features Intersected: WELLS BRANCH PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.661, Lanes on structure: 3, Lanes under structure: 8, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.7m (58.1ft)
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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 142270313601142, Location: 0.90 MI N OF PARMER LN (Lat: 30.439944, Lng: -97.698886), Route carried "on" structure: ServiceState highway 1, Year Built: 2005, Status: Open, Structure Length: 55.02m (180.51ft), Average Daily Traffic: 10,877 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 61,170 (year 2036), Design Load: HS 20, Features Intersected: TRIB OF WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.147, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 22, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.6m (31.5ft), 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 142270313601142, Location: 0.90 MI N OF PARMER LN (Lat: 30.439944, Lng: -97.698886), Route carried "on" structure: ServiceState highway 1, Year Built: 2005, Status: Open, Structure Length: 55.02m (180.51ft), Average Daily Traffic: 10,877 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 61,170 (year 2036), Design Load: HS 20, Features Intersected: TRIB OF WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.147, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 22, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.6m (31.5ft), 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 142270313601143, Location: 0.90 MI N OF PARMER LN (Lat: 30.437400, Lng: -97.699606), Route carried "on" structure: Ramp Other road 1, Year Built: 2005, Status: Open, Structure Length: 23.44m (76.90ft), Average Daily Traffic: 10,000 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 61,170 (year 2036), Design Load: HS 20, Features Intersected: TRIB OF WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.124, Lanes on structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
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: Better than 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: October 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 142270313601143, Location: 0.90 MI N OF PARMER LN (Lat: 30.437400, Lng: -97.699606), Route carried "on" structure: Ramp Other road 1, Year Built: 2005, Status: Open, Structure Length: 23.44m (76.90ft), Average Daily Traffic: 10,000 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 61,170 (year 2036), Design Load: HS 20, Features Intersected: TRIB OF WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.124, Lanes on structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
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: Better than 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: October 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 142270313601144, Location: 1.35 MI N OF PARMER LN (Lat: 30.441047, Lng: -97.698628), Route carried "on" structure: Other road 1, Year Built: 2006, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 97,300 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 156,110 (year 2036), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.439, Lanes on structure: 14, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 75.9m (249.0ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 142270313601144, Location: 1.35 MI N OF PARMER LN (Lat: 30.441047, Lng: -97.698628), Route carried "on" structure: Other road 1, Year Built: 2006, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 97,300 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 156,110 (year 2036), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.439, Lanes on structure: 14, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 75.9m (249.0ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 142270313601147, Location: 1.90 MI N OF PARMER LN (Lat: 30.450264, Lng: -97.696517), Route carried "on" structure: Other road 1, Year Built: 2006, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 48,650 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 91,350 (year 2036), Design Load: HS 20, Features Intersected: MERRILLTOWN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.508, Lanes on structure: 3, Lanes under structure: 5, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.7m (58.1ft)
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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 142270313601147, Location: 1.90 MI N OF PARMER LN (Lat: 30.450264, Lng: -97.696517), Route carried "on" structure: Other road 1, Year Built: 2006, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 48,650 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 91,350 (year 2036), Design Load: HS 20, Features Intersected: MERRILLTOWN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.508, Lanes on structure: 3, Lanes under structure: 5, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.7m (58.1ft)
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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 142270313601148, Location: 1.90 MI N OF PARMER LN (Lat: 30.449392, Lng: -97.695875), Route carried "on" structure: Other road 1, Year Built: 2006, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 48,650 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 91,350 (year 2036), Design Load: HS 20, Features Intersected: MERRILLTOWN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.508, Lanes on structure: 5, Lanes under structure: 5, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 29.6m (97.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 30.2m (99.1ft)
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: October 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 142270313601148, Location: 1.90 MI N OF PARMER LN (Lat: 30.449392, Lng: -97.695875), Route carried "on" structure: Other road 1, Year Built: 2006, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 48,650 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 91,350 (year 2036), Design Load: HS 20, Features Intersected: MERRILLTOWN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.508, Lanes on structure: 5, Lanes under structure: 5, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 29.6m (97.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 30.2m (99.1ft)
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: October 2021, Deck Structure Type: Concrete Precast Panels