Bridge Statistics for Simi Valley, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 52 0280L,  Location: 07-VEN-101-6.19-THOK (Lat: 34.184044,  Lng: -118.911239),  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: 3,  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 or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.5 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: 23.3 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: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  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 0282,  Location: 07-VEN-118-R30.52-SIMV (Lat: 34.278867,  Lng: -118.662336),  Route carried "on" structure: State highway 118,  Year Built: 1968,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.04m (16.54ft),  Average Daily Traffic: 126,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 148,180 (year 2041),  Design Load: HS 20,  Features Intersected: KUEHNER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.520,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.3m (89.6ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 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: Equal to present minimum criteria,  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 0283,  Location: 07-VEN-118-R32.43 (Lat: 34.268092,  Lng: -118.635794),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 1,560 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,510 (year 2041),  Design Load: HS 20,  Features Intersected: ROUTE 118,  Facility Carried by Structure: ROCKY PEAK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.3 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: 27.2 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: 52 029,  Location: 07-VEN-126-R5.71 (Lat: 34.295183,  Lng: -119.146753),  Route carried "on" structure: State highway 126,  Year Built: 1965,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 50,000 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 70,909 (year 2041),  Design Load: HS 20,  Features Intersected: WASON BARRANCA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.710,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 42.4m (139.1ft)

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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019

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Structure Number: 52 0299,  Location: 07-VEN-118-R27.81-SIMV (Lat: 34.281439,  Lng: -118.709178),  Route carried "on" structure: State highway 118,  Year Built: 1968,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 152,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 170,000 (year 2041),  Design Load: HS 20,  Features Intersected: TAPO STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.810,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 48.8m (160.1ft),  Out-to-Out Width: 50.4m (165.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 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: Better than present minimum criteria,  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 03,  Location: 07-VEN-118-R29.56-SIMV (Lat: 34.281944,  Lng: -118.678839),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 7.95m (26.08ft),  Average Daily Traffic: 8,720 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,026 (year 2041),  Design Load: HS 20,  Features Intersected: ROUTE 118,  Facility Carried by Structure: YOSEMITE ST
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: 21.9m (71.9ft),  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: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 27.4m (89.9ft)

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: High priority of corrective action,  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 0302,  Location: 07-VEN-118-R28.81-SIMV (Lat: 34.281347,  Lng: -118.691653),  Route carried "on" structure: State highway 118,  Year Built: 1968,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 144,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 170,000 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STEARNS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.810,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 57.3m (188.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 57.3m (188.0ft),  Out-to-Out Width: 57.3m (188.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.7 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: 51.5 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: 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 0303,  Location: 07-VEN-118-R28.31-SIMV (Lat: 34.281419,  Lng: -118.700450),  Route carried "on" structure: State highway 118,  Year Built: 1968,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.39m (11.12ft),  Average Daily Traffic: 144,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 170,000 (year 2041),  Design Load: HS 20,  Features Intersected: KADOTA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.310,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.4m (109.6ft),  Curb-To-Curb Width: 48.8m (160.1ft),  Out-to-Out Width: 50.2m (164.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.4 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: Equal to present minimum criteria,  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 0309,  Location: 07-VEN-118-R27.30-SIMV (Lat: 34.281483,  Lng: -118.718044),  Route carried "on" structure: State highway 118,  Year Built: 1969,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 152,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 170,000 (year 2041),  Design Load: HS 20,  Features Intersected: TAPO CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.300,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 58.9m (193.2ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 58.9m (193.2ft),  Out-to-Out Width: 58.9m (193.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 86.5 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: Somewhat better than minimum adequacy,  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 0320L,  Location: 07-VEN-118-R25.08-SIMV (Lat: 34.282369,  Lng: -118.756869),  Route carried "on" structure: State highway 118,  Year Built: 1970,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 65,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 75,000 (year 2041),  Design Load: HS 20,  Features Intersected: DRY CANYON CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.080,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.1m (62.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 93.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  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 0320R,  Location: 07-VEN-118-R25.08-SIMV (Lat: 34.282031,  Lng: -118.757108),  Route carried "on" structure: State highway 118,  Year Built: 1970,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 65,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 75,000 (year 2041),  Design Load: HS 20,  Features Intersected: DRY CANYON CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.080,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  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 0321L,  Location: 07-VEN-118-R26.80-SIMV (Lat: 34.282358,  Lng: -118.726778),  Route carried "on" structure: State highway 118,  Year Built: 1969,  Status: Open,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 70,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 75,000 (year 2041),  Design Load: HS 20,  Features Intersected: ARROYO DEL TAPO CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.800,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 49.2 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: 35.0 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0321R,  Location: 07-VEN-118-R26.80-SIMV (Lat: 34.282044,  Lng: -118.726886),  Route carried "on" structure: State highway 118,  Year Built: 1967,  Status: Open,  Structure Length: 3.59m (11.78ft),  Average Daily Traffic: 70,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 75,000 (year 2041),  Design Load: HS 20,  Features Intersected: ARROYO DEL TAPO CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.800,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 46.7 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: 33.4 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0322L,  Location: 07-VEN-118-R26.56-SIMV (Lat: 34.282364,  Lng: -118.731056),  Route carried "on" structure: State highway 118,  Year Built: 1969,  Status: Open,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 70,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 75,000 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SEQUOIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.560,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.6 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: 46.7 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0322R,  Location: 07-VEN-118-R26.56-SIMV (Lat: 34.282044,  Lng: -118.731053),  Route carried "on" structure: State highway 118,  Year Built: 1969,  Status: Open,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 70,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 75,000 (year 2041),  Design Load: HS 20,  Features Intersected: SEQUOIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.560,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.6 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: 46.7 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0323L,  Location: 07-VEN-118-R26.28-SIMV (Lat: 34.282361,  Lng: -118.735894),  Route carried "on" structure: State highway 118,  Year Built: 1969,  Status: Open,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 70,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 75,000 (year 2041),  Design Load: H 20,  Features Intersected: GALENA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.280,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 60.3 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: 46.7 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0323R,  Location: 07-VEN-118-R26.28-SIMV (Lat: 34.282050,  Lng: -118.735903),  Route carried "on" structure: State highway 118,  Year Built: 1969,  Status: Open,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 70,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 75,000 (year 2041),  Design Load: H 20,  Features Intersected: GALENA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.280,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.3 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: 46.7 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0324,  Location: 07-VEN-118-R29.96-SIMV (Lat: 34.281364,  Lng: -118.671597),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 6.79m (22.28ft),  Average Daily Traffic: 700 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 969 (year 2041),  Design Load: HS 20,  Features Intersected: ROUTE 118,  Facility Carried by Structure: COCHRAN 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: 12.2m (40.0ft),  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: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable 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 0326L,  Location: 07-VEN-118-R24.81-SIMV (Lat: 34.282011,  Lng: -118.761625),  Route carried "on" structure: State highway 118,  Year Built: 1970,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 65,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 80,000 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ERRINGER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.810,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  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: 43.4 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: Somewhat better than minimum adequacy,  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0326R,  Location: 07-VEN-118-R24.81-SIMV (Lat: 34.282364,  Lng: -118.761622),  Route carried "on" structure: State highway 118,  Year Built: 1970,  Status: Open,  Structure Length: 4.62m (15.16ft),  Average Daily Traffic: 65,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 80,000 (year 2041),  Design Load: HS 20,  Features Intersected: ERRINGER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.810,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  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: 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: Somewhat better than minimum adequacy,  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0327L,  Location: 07-VEN-118-R25.81-SIMV (Lat: 34.282358,  Lng: -118.744097),  Route carried "on" structure: State highway 118,  Year Built: 1969,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 70,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 75,000 (year 2041),  Design Load: H 20,  Features Intersected: SYCAMORE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.810,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 66.7 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: 51.5 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0327R,  Location: 07-VEN-118-R25.81-SIMV (Lat: 34.282008,  Lng: -118.744092),  Route carried "on" structure: State highway 118,  Year Built: 1969,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 70,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 75,000 (year 2041),  Design Load: H 20,  Features Intersected: SYCAMORE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.810,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: 52.5 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0329,  Location: 07-VEN-118-R23.81-SIMV (Lat: 34.282675,  Lng: -118.779025),  Route carried "on" structure: City street N206,  Year Built: 1970,  Status: Open,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 15,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,202 (year 2041),  Design Load: HS 20,  Features Intersected: ROUTE 118,  Facility Carried by Structure: FIRST ST OC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 24.6 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: 14.3 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: High priority of corrective action,  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 0343,  Location: 07-VEN-118-R28.30-SIMV (Lat: 34.281422,  Lng: -118.700636),  Route carried "on" structure: State highway 118,  Year Built: 1968,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 144,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 170,000 (year 2041),  Design Load: H 20,  Features Intersected: LAS LLAGAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.300,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 29 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 52 0346L,  Location: 07-VEN-118-R24.15-SIMV (Lat: 34.282369,  Lng: -118.773147),  Route carried "on" structure: State highway 118,  Year Built: 1970,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 57,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 75,000 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CALDWELL AVE (CLOSED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.150,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 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: 34.7 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: 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,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0346R,  Location: 07-VEN-118-R24.15-SIMV (Lat: 34.282047,  Lng: -118.773142),  Route carried "on" structure: State highway 118,  Year Built: 1970,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 57,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 75,000 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CALDWELL AVE (CLOSED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.150,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: 34.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0351,  Location: 07-VEN-101-R39.18 (Lat: 34.344381,  Lng: -119.419067),  Route carried "on" structure: US 101,  Year Built: 1926,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 76,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 150,645 (year 2041),  Design Load: HS 20,  Features Intersected: MADRANIO CANYON CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.180,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.5m (146.0ft),  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: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 52 0354L,  Location: 07-VEN-118-R22.99-SIMV (Lat: 34.284325,  Lng: -118.792817),  Route carried "on" structure: State highway 118,  Year Built: 1976,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.89m (16.04ft),  Average Daily Traffic: 49,000 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 65,000 (year 2041),  Design Load: HS 20,  Features Intersected: MADERA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.990,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.8m (81.4ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 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: 45.0 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: Meets minimum limits,  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 0354R,  Location: 07-VEN-118-R22.99-SIMV (Lat: 34.283969,  Lng: -118.793092),  Route carried "on" structure: State highway 118,  Year Built: 1976,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.05m (16.57ft),  Average Daily Traffic: 49,000 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 65,000 (year 2041),  Design Load: HS 20,  Features Intersected: MADERA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.990,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.3m (66.6ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 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: 44.4 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: Meets minimum limits,  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 0355L,  Location: 07-VEN-118-R21.86 (Lat: 34.290803,  Lng: -118.810642),  Route carried "on" structure: State highway 118,  Year Built: 1976,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 41,500 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 51,000 (year 2041),  Design Load: HS 20,  Features Intersected: ALAMOS CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.860,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  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: 45.4 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52 0355R,  Location: 07-VEN-118-R21.86 (Lat: 34.291125,  Lng: -118.810589),  Route carried "on" structure: State highway 118,  Year Built: 1976,  Status: Open,  Structure Length: 4.53m (14.86ft),  Average Daily Traffic: 41,500 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 51,000 (year 2041),  Design Load: HS 20,  Features Intersected: ALAMOS CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.860,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.7m (74.5ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 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: 41.8 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: Somewhat better than minimum adequacy,  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 0387,  Location: 07-VEN-118-R22.56 (Lat: 34.287553,  Lng: -118.799217),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 8.19m (26.87ft),  Average Daily Traffic: 500 (year 2019),  Truck Traffic: 40%,  Average Future Daily Traffic: 1,836 (year 2041),  Design Load: HS 20,  Features Intersected: ROUTE 118,  Facility Carried by Structure: LANDFILL ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

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: 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52C0023,  Location: 0.3 MI S OF 5TH ST (Lat: 34.192544,  Lng: -119.108086),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 11,800 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,811 (year 2036),  Design Load: HS 20,  Features Intersected: REVOLON SLOUGH,  Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 87.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 48 months,  Inspection Date: June 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 52C0029,  Location: 0.5 MI W OF KUEHNER DR (Lat: 34.265144,  Lng: -118.668783),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 3,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,176 (year 2038),  Features Intersected: ARROYO SIMI,  Facility Carried by Structure: KATHERINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Superior 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

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Structure Number: 52C0085,  Location: 0.2 MI E SYCAMORE DR (Lat: 34.271594,  Lng: -118.739908),  Route carried "on" structure: City street ,  Year Built: 1911,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 24,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,483 (year 2040),  Features Intersected: TAPO CANYON CREEK,  Facility Carried by Structure: LOS ANGELES AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 52C0105,  Location: 0.2 MI W OF MADERA RD (Lat: 34.273406,  Lng: -118.800097),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 20,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,972 (year 2038),  Features Intersected: SYCAMORE CANYON CHANNEL,  Facility Carried by Structure: TIERRA REJADA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.2m (89.2ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020

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Structure Number: 52C011,  Location: 0.7 MI NW SR 33 (Lat: 34.357131,  Lng: -119.313956),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 2,100 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,061 (year 2038),  Design Load: HS 20,  Features Intersected: COYOTE CREEK,  Facility Carried by Structure: SANTA ANA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 31.5m (103.3ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 27.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52C0115,  Location: 0.4 MI E TAPO ST (Lat: 34.278917,  Lng: -118.702381),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 14,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,929 (year 2040),  Design Load: HS 20,  Features Intersected: LAS LLAJAS CREEK,  Facility Carried by Structure: COCHRAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 52C0116,  Location: 0.2 MI W SEQUOIA AVE (Lat: 34.278889,  Lng: -118.732761),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 26,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,105 (year 2038),  Features Intersected: TAPO CANYON CREEK,  Facility Carried by Structure: COCHRAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 52C0117,  Location: 0.1 MI E SYCAMORE DR (Lat: 34.260750,  Lng: -118.747219),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 16,500 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,883 (year 2038),  Features Intersected: RUNKLE CANYON DRAIN,  Facility Carried by Structure: ROYAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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 2020