Bridge Statistics for Thousand Oaks, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 52 0014,  Location: 07-VEN-101-7.01-THOK (Lat: 34.184550,  Lng: -118.925269),  Route carried "on" structure: US 101,  Year Built: 1954,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 180,000 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 295,200 (year 2037),  Design Load: HS 20,  Features Intersected: S BRANCH ARROYO CONEJO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.010,  Lanes on structure: 9,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.8m (35.4ft),  Curb-To-Curb Width: 47.8m (156.8ft),  Out-to-Out Width: 49.5m (162.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 52 004,  Location: 07-VEN-001-21.54 (Lat: 34.292511,  Lng: -119.338222),  Route carried "on" structure: State highway 1,  Year Built: 1934,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 17.37m (56.99ft),  Average Daily Traffic: 4,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,238 (year 2042),  Design Load: H 15,  Features Intersected: UP RR & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.540,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 11,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 52 0046,  Location: 07-VEN-023-T1.53-THOK (Lat: 34.143069,  Lng: -118.849192),  Route carried "on" structure: State highway 23,  Year Built: 1968,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 19,000 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,229 (year 2039),  Design Load: HS 20,  Features Intersected: LAKE ELEANOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.530,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 46.6m (152.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0230L,  Location: 07-VEN-118-0.52 (Lat: 34.289861,  Lng: -119.156747),  Route carried "on" structure: State highway 118,  Year Built: 1994,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 19,500 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,000 (year 2039),  Design Load: HS 20,  Features Intersected: STATE ROUTE 126
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.520,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0237,  Location: 07-VEN-101-4.06-THOK (Lat: 34.177492,  Lng: -118.876247),  Route carried "on" structure: US 101,  Year Built: 1962,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 192,000 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 289,920 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: MOORPARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.060,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 024,  Location: 07-VEN-033-0.31-VEN (Lat: 34.283433,  Lng: -119.305189),  Route carried "on" structure: State highway 33,  Year Built: 1963,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 42,000 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 52,333 (year 2042),  Design Load: HS 20,  Features Intersected: S33-MAIN ST OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.310,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0247,  Location: 07-VEN-101-7.02-THOK (Lat: 34.184019,  Lng: -118.925639),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 13,463 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,060 (year 2039),  Design Load: HS 20,  Features Intersected: ROUTE 101,  Facility Carried by Structure: BORCHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Other Special Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0260L,  Location: 07-VEN-126-R12.04-SPA (Lat: 34.350058,  Lng: -119.058422),  Route carried "on" structure: State highway 126,  Year Built: 1965,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 18,750 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,893 (year 2039),  Design Load: HS 20,  Features Intersected: ROUTE 150 (10TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.040,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0266,  Location: 07-VEN-101-7.89-THOK (Lat: 34.189375,  Lng: -118.939467),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 8.68m (28.48ft),  Average Daily Traffic: 18,733 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,912 (year 2039),  Design Load: HS 20,  Features Intersected: ROUTE 101,  Facility Carried by Structure: WENDY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Other Special Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0268E,  Location: 07-VEN-023-R3.29-THOK (Lat: 34.157158,  Lng: -118.825219),  Route carried "on" structure: State highway 23,  Year Built: 1964,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 9.53m (31.27ft),  Average Daily Traffic: 37,500 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 63,071 (year 2039),  Design Load: HS 20,  Features Intersected: U.S. HIGHWAY 101
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.290,  Lanes on structure: 6,  Lanes under structure: 12,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 027,  Location: 07-VEN-101-17.75-CMRL (Lat: 34.221550,  Lng: -119.101864),  Route carried "on" structure: City street N036,  Year Built: 1964,  Status: Open,  Structure Length: 6.24m (20.47ft),  Average Daily Traffic: 8,508 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,677 (year 2039),  Design Load: HS 20,  Features Intersected: ROUTE 101,  Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.1m (72.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.24m (20.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $910,000,  Roadway Improvement Cost: $182,000,  Total Project Cost: $1,528,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0273,  Location: 07-VEN-101-1.62-THOK (Lat: 34.166164,  Lng: -118.837600),  Route carried "on" structure: US 101,  Year Built: 1966,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 4.50m (14.76ft),  Average Daily Traffic: 193,000 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 263,495 (year 2037),  Design Load: HS 20,  Features Intersected: HAMPSHIRE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.620,  Lanes on structure: 10,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 49.4m (162.1ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 49.4m (162.1ft),  Out-to-Out Width: 50.8m (166.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0274,  Location: 07-VEN-101-2.25-THOK (Lat: 34.171808,  Lng: -118.846039),  Route carried "on" structure: US 101,  Year Built: 1966,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 193,000 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 263,495 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: CONEJO SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.250,  Lanes on structure: 12,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 56.7m (186.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 56.7m (186.0ft),  Out-to-Out Width: 58.1m (190.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0280R,  Location: 07-VEN-101-6.19-THOK (Lat: 34.184042,  Lng: -118.911003),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 4,636 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,908 (year 2039),  Design Load: HS 20,  Features Intersected: US 101,  Facility Carried by Structure: VENTU PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0286S,  Location: 07-VEN-101-6.92-THOK (Lat: 34.184878,  Lng: -118.923922),  Route carried "on" structure: Bypass US 101,  Year Built: 1967,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 4,951 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,170 (year 2038),  Design Load: HS 20,  Features Intersected: S BR ARROYO CONEJO(OFF)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.920,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0301,  Location: 07-VEN-118-R29.32-SIMV (Lat: 34.281992,  Lng: -118.682833),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 8.04m (26.38ft),  Average Daily Traffic: 720 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,158 (year 2041),  Design Load: HS 20,  Features Intersected: ROUTE 118,  Facility Carried by Structure: STOW STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.8m (147.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0304L,  Location: 07-VEN-023-R7.75-THOK (Lat: 34.235050,  Lng: -118.842617),  Route carried "on" structure: State highway 23,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 89,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 147,786 (year 2041),  Design Load: HS 20,  Features Intersected: ERBES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.750,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.1m (141.4ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0304R,  Location: 07-VEN-023-R7.74-THOK (Lat: 34.234828,  Lng: -118.842394),  Route carried "on" structure: State highway 23,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 89,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 147,786 (year 2041),  Design Load: HS 20,  Features Intersected: ERBES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.740,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.8m (140.4ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0305L,  Location: 07-VEN-023-R5.06-THOK (Lat: 34.199797,  Lng: -118.857275),  Route carried "on" structure: State highway 23,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 94,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 156,111 (year 2041),  Design Load: HS 20,  Features Intersected: JANSS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.060,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.3m (135.5ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0305R,  Location: 07-VEN-023-R5.06-THOK (Lat: 34.199761,  Lng: -118.856864),  Route carried "on" structure: State highway 23,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 94,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 156,111 (year 2041),  Design Load: HS 20,  Features Intersected: JANSS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.060,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.3m (135.5ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0306L,  Location: 07-VEN-023-R3.71-THOK (Lat: 34.181311,  Lng: -118.860581),  Route carried "on" structure: State highway 23,  Year Built: 1970,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 94,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 156,111 (year 2041),  Design Load: HS 20,  Features Intersected: HILLCREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.710,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.0m (62.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0306R,  Location: 07-VEN-023-R3.70-THOK (Lat: 34.181147,  Lng: -118.860175),  Route carried "on" structure: State highway 23,  Year Built: 1970,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 94,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 156,111 (year 2041),  Design Load: HS 20,  Features Intersected: HILLCREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.700,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.2m (72.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.4m (142.4ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0307F,  Location: 07-VEN-023-R3.56-THOK (Lat: 34.179131,  Lng: -118.861069),  Route carried "on" structure: Ramp State highway 23,  Year Built: 1970,  Status: Open,  Structure Length: 5.90m (19.36ft),  Average Daily Traffic: 14,600 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,024 (year 2039),  Design Load: HS 20,  Features Intersected: THOUSAND OAKS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.560,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.2m (105.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0307G,  Location: 07-VEN-101-3.14-THOK (Lat: 34.178789,  Lng: -118.859875),  Route carried "on" structure: Ramp US 101,  Year Built: 1970,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 23,801 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 34,650 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: THOUSAND OAKS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.140,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0308L,  Location: 07-VEN-023-R6.03-THOK (Lat: 34.211436,  Lng: -118.849194),  Route carried "on" structure: State highway 23,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 94,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 156,111 (year 2041),  Design Load: HS 20,  Features Intersected: AVENIDA DE LOS ARBOLES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.030,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0308R,  Location: 07-VEN-023-R6.03-THOK (Lat: 34.211403,  Lng: -118.848794),  Route carried "on" structure: State highway 23,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 94,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 156,111 (year 2041),  Design Load: HS 20,  Features Intersected: AVENIDA DE LOS ARBOLES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.030,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0310L,  Location: 07-VEN-023-R4.34-THOK (Lat: 34.190200,  Lng: -118.862250),  Route carried "on" structure: State highway 23,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.46m (14.63ft),  Average Daily Traffic: 94,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 156,111 (year 2041),  Design Load: HS 20,  Features Intersected: PAIGE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.340,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.0m (144.4ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0310R,  Location: 07-VEN-023-R4.34-THOK (Lat: 34.190253,  Lng: -118.861919),  Route carried "on" structure: State highway 23,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 94,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 156,111 (year 2041),  Design Load: HS 20,  Features Intersected: PAIGE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.340,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0311,  Location: 07-VEN-023-R7.16-THOK (Lat: 34.227636,  Lng: -118.847439),  Route carried "on" structure: City street N026,  Year Built: 1970,  Status: Open,  Structure Length: 8.07m (26.48ft),  Average Daily Traffic: 7,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,512 (year 2039),  Design Load: HS 20,  Features Intersected: ROUTE 23,  Facility Carried by Structure: SUNSET HILLS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0312L,  Location: 07-VEN-023-R8.19-THOK (Lat: 34.241211,  Lng: -118.840158),  Route carried "on" structure: State highway 23,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 7.70m (25.26ft),  Average Daily Traffic: 89,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 147,786 (year 2041),  Design Load: HS 20,  Features Intersected: OLSEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.190,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.7m (136.8ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0312R,  Location: 07-VEN-023-R8.21-THOK (Lat: 34.241456,  Lng: -118.839725),  Route carried "on" structure: State highway 23,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 7.09m (23.26ft),  Average Daily Traffic: 89,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 147,786 (year 2041),  Design Load: HS 20,  Features Intersected: OLSEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.210,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.4m (60.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0312S,  Location: 07-VEN-023-R8.21-THOK (Lat: 34.241589,  Lng: -118.839517),  Route carried "on" structure: Bypass State highway 23,  Year Built: 1970,  Status: Open,  Structure Length: 6.30m (20.67ft),  Average Daily Traffic: 2,500 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,684 (year 2041),  Design Load: HS 20,  Features Intersected: OLSEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.210,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 93.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0313L,  Location: 07-VEN-023-R6.48-THOK (Lat: 34.217947,  Lng: -118.849817),  Route carried "on" structure: State highway 23,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 89,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 95,748 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: PEDERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.480,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.7m (130.2ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0313R,  Location: 07-VEN-023-R6.48-THOK (Lat: 34.217903,  Lng: -118.849481),  Route carried "on" structure: State highway 23,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 89,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 147,786 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: PEDERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.480,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.9m (124.3ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0314,  Location: 07-VEN-101-3.03-THOK (Lat: 34.175936,  Lng: -118.858306),  Route carried "on" structure: US 101,  Year Built: 1970,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 193,000 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 292,524 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: RANCHO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.030,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.6m (152.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 46.6m (152.9ft),  Out-to-Out Width: 47.9m (157.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0315G,  Location: 07-VEN-101-3.02-THOK (Lat: 34.177014,  Lng: -118.858042),  Route carried "on" structure: Ramp State highway 101,  Year Built: 1970,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 23,801 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,887 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: RANCHO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.020,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.9m (134.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0316,  Location: 07-VEN-101-3.20-THOK (Lat: 34.176469,  Lng: -118.861000),  Route carried "on" structure: US 101,  Year Built: 1970,  Status: Open,  Structure Length: 3.95m (12.96ft),  Average Daily Traffic: 193,000 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 292,524 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: S101-N23 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.200,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.1m (128.3ft),  Curb-To-Curb Width: 46.3m (151.9ft),  Out-to-Out Width: 47.6m (156.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 92.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0316K,  Location: 07-VEN-101-3.20-THOK (Lat: 34.176003,  Lng: -118.861736),  Route carried "on" structure: Ramp US 101,  Year Built: 1970,  Status: Open,  Structure Length: 4.61m (15.12ft),  Average Daily Traffic: 4,451 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,300 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: S101-N23 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.200,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0317F,  Location: 07-VEN-023-R3.34-THOK (Lat: 34.175411,  Lng: -118.858419),  Route carried "on" structure: Ramp State highway 23,  Year Built: 1970,  Status: Open,  Structure Length: 31.75m (104.17ft),  Average Daily Traffic: 155,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 262,795 (year 2039),  Design Load: HS 20,  Features Intersected: U.S. HIGHWAY 101
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.340,  Lanes on structure: 2,  Lanes under structure: 15,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 40.4m (132.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0318,  Location: 07-VEN-023-R5.61-THOK (Lat: 34.205483,  Lng: -118.851622),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 10.08m (33.07ft),  Average Daily Traffic: 14,000 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,024 (year 2039),  Design Load: HS 20,  Features Intersected: ROUTE 23,  Facility Carried by Structure: AVENIDA DE LAS FLO
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.0m (164.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place