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

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Structure Number: 44 0070E,  Location: 05-MON-068-L4.25-MON (Lat: 36.574822,  Lng: -121.912536),  Route carried "on" structure: Ramp State highway 68,  Year Built: 1959,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 27,500 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 38,631 (year 2038),  Design Load: HS 20,  Features Intersected: STATE ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.250,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.0 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: 25.6 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 corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 44 014,  Location: 05-MON-101-R2.15 (Lat: 35.815100,  Lng: -120.754861),  Route carried "on" structure: Other road ,  Year Built: 1965,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 100 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 129 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: BRADLEY ROAD
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: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 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: 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 0145L,  Location: 05-MON-001-R75.74-MON (Lat: 36.580567,  Lng: -121.903658),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 28,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,107 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: N1-MUNRAS AVE OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.740,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  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: 37.2m (122.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.2 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: 40.2 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: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 0145R,  Location: 05-MON-001-R75.74-MON (Lat: 36.580233,  Lng: -121.903786),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 28,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,107 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: N1-MUNRAS AVE OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.740,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  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: 37.2m (122.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.2 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: 40.2 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: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 0146L,  Location: 05-MON-001-R77.37-MON (Lat: 36.591417,  Lng: -121.880603),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 10.37m (34.02ft),  Average Daily Traffic: 28,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,733 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: FREMONT ST-N1 & AGUAJITO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.370,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.3m (99.4ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 0146R,  Location: 05-MON-001-R77.37-MON (Lat: 36.591242,  Lng: -121.880444),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 12.27m (40.26ft),  Average Daily Traffic: 28,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,107 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: FREMONT ST-N1 & AGUAJITO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.370,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 0149E,  Location: 05-MON-068-R3.96-MON (Lat: 36.595278,  Lng: -121.868831),  Route carried "on" structure: Ramp State highway 68,  Year Built: 1968,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 23,256 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,420 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SR 1, S1-E68, N1-FREMONT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.960,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 0152S,  Location: 05-MON-001-R78.18-MON (Lat: 36.595314,  Lng: -121.867344),  Route carried "on" structure: Ramp State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 7,400 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,385 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: W68-N1 CONNECTOR RAMP
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 78.180,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.3 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: 26.6 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 0153K,  Location: 05-MON-001-R78.18-MON (Lat: 36.595681,  Lng: -121.868075),  Route carried "on" structure: Ramp State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 10.98m (36.02ft),  Average Daily Traffic: 1,800 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,013 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: SR 1 & W68-N1 CONN RMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.180,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.7m (133.5ft),  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: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.2 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 44 0156L,  Location: 05-MON-001-R78.89-MON (Lat: 36.604286,  Lng: -121.861242),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 29,500 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,938 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: DEL MONTE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.890,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

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: 36.6 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 0156R,  Location: 05-MON-001-R78.89-MON (Lat: 36.604450,  Lng: -121.860950),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 29,500 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,938 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: DEL MONTE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.890,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 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: 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 0157K,  Location: 05-MON-001-R78.85-MON (Lat: 36.603875,  Lng: -121.862744),  Route carried "on" structure: Ramp State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 14.95m (49.05ft),  Average Daily Traffic: 8,900 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,899 (year 2043),  Features Intersected: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.850,  Lanes on structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 38.1m (125.0ft),  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: 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 0162L,  Location: 05-MON-001-R79.33-SEA (Lat: 36.610128,  Lng: -121.858122),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 29,500 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,567 (year 2043),  Design Load: HS 20,  Features Intersected: STATE ROUTE 218
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.330,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  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: 25.0m (82.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.9 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: 37.9 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 0168L,  Location: 05-MON-001-R77.59-MON (Lat: 36.593269,  Lng: -121.877422),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 41,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,671 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: SLOAT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.590,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.3 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: 25.6 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 0168R,  Location: 05-MON-001-R77.59-MON (Lat: 36.593008,  Lng: -121.877353),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 41,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,671 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: SLOAT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.590,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.6 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: 26.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 0180L,  Location: 05-MON-101-R40.72-KNC (Lat: 36.203217,  Lng: -121.129306),  Route carried "on" structure: US 101,  Year Built: 1968,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 7,950 (year 2009),  Average Future Daily Traffic: 13,429 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: CANAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.720,  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),  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: 20.0m (65.6ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Fair,  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: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 0187L,  Location: 05-MON-001-R78.45-MON (Lat: 36.598889,  Lng: -121.864650),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 29,500 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,874 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: CASA VERDE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.450,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  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: 28.0m (91.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.7 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: 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: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 0187R,  Location: 05-MON-001-R78.45-MON (Lat: 36.598747,  Lng: -121.864472),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 29,500 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,874 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: CASA VERDE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.450,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  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: 28.0m (91.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.7 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: 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: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 0190L,  Location: 05-MON-101-R37.31 (Lat: 36.187417,  Lng: -121.072289),  Route carried "on" structure: US 101,  Year Built: 1969,  Status: Open,  Structure Length: 2.98m (9.78ft),  Average Daily Traffic: 7,950 (year 2009),  Truck Traffic: 19%,  Average Future Daily Traffic: 13,914 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: WILD HORSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.310,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  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: 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: 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,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 0191L,  Location: 05-MON-001-R76.00-MON (Lat: 36.582011,  Lng: -121.899872),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 28,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,578 (year 2043),  Design Load: HS 20,  Features Intersected: SOLEDAD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.8 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: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 0191R,  Location: 05-MON-001-R76.00-MON (Lat: 36.581833,  Lng: -121.899700),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 28,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,695 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: SOLEDAD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.6 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: 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: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 0192L,  Location: 05-MON-001-R76.47-MON (Lat: 36.583253,  Lng: -121.891433),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 28,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,107 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: IRIS CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.470,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.6 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: 27.5 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: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 0192R,  Location: 05-MON-001-R76.47-MON (Lat: 36.583056,  Lng: -121.891428),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 28,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,107 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: IRIS CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.470,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.6 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: 27.5 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: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44 029,  Location: 05-MON-001-21.50 (Lat: 36.011142,  Lng: -121.524764),  Route carried "on" structure: State highway 1,  Year Built: 2013,  Status: Open,  Structure Length: 18.90m (62.01ft),  Average Daily Traffic: 2,000 (year 2009),  Average Future Daily Traffic: 2,729 (year 2038),  Design Load: HL 93,  Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.500,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 94.8m (311.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 44C008,  Location: 0.4 MI E SAN JUAN GRADE R (Lat: 36.755769,  Lng: -121.610239),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 2.00m (6.56ft),  Average Daily Traffic: 5,900 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,541 (year 2038),  Design Load: HS 20,  Features Intersected: GABILAN CREEK,  Facility Carried by Structure: HEBERT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.8m (25.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44C0082,  Location: 0.05 MI S MADISON ST (Lat: 36.596278,  Lng: -121.900283),  Route carried "on" structure: City street ,  Year Built: 1914,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 3,000 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,000 (year 2037),  Features Intersected: HARTNELL GULCH,  Facility Carried by Structure: LARKIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.7m (61.4ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 24.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 44C0083,  Location: NEAR SH 68 (Lat: 36.585817,  Lng: -121.918244),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 4,300 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,184 (year 2037),  Design Load: HS 20,  Features Intersected: SCENIC DRIVE,  Facility Carried by Structure: SKYLINE FOREST DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  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: 30.1 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44C0084,  Location: AT CAMINO EL ESTERO (Lat: 36.597544,  Lng: -121.887867),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 1,500 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,670 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: EL ESTERO LAKE WEST,  Facility Carried by Structure: PEARL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.8m (28.9ft),  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: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 33.4 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: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44C0085,  Location: AT CAMINO AGUAJITO (Lat: 36.597244,  Lng: -121.883600),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 1,500 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,670 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: EL ESTERO LAKE EAST,  Facility Carried by Structure: PEARL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.7m (31.8ft),  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: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 44C0116,  Location: 0.6 MI S CARMEL VALLEY RD (Lat: 36.530278,  Lng: -121.858106),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 1,400 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,600 (year 2037),  Features Intersected: CARMEL RIVER,  Facility Carried by Structure: VALLEY GREEN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.4m (70.2ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 44C017,  Location: AT ROBINSON CANYON ROAD (Lat: 36.522092,  Lng: -121.805808),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,600 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,800 (year 2037),  Features Intersected: ROBINSON CANYON ROAD,  Facility Carried by Structure: CARMEL VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 44 0070E,  Location: 05-MON-068-L4.25-MON (Lat: 36.574822,  Lng: -121.912536),  Route carried "under" structure: State highway 1,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 62,000 (year 2010),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 1
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 75.140,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 44 0145L,  Location: 05-MON-001-R75.74-MON (Lat: 36.580567,  Lng: -121.903658),  Route carried "under" structure: Ramp State highway 1,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 7,280 (year 2009),  Truck Traffic: 5%,  Features Intersected: N1-MUNRAS AVE OFF RAMP
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 75.740,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 44 0145R,  Location: 05-MON-001-R75.74-MON (Lat: 36.580233,  Lng: -121.903786),  Route carried "under" structure: Ramp State highway 1,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 7,280 (year 2009),  Truck Traffic: 5%,  Features Intersected: N1-MUNRAS AVE OFF RAMP
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 75.740,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 44 0146L,  Location: 05-MON-001-R77.37-MON (Lat: 36.591417,  Lng: -121.880603),  Route carried "under" structure: Ramp State highway 1,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 16,300 (year 2010),  Truck Traffic: 2%,  Features Intersected: FREMONT ST-N1 & AGUAJITO
Minimum Vertical Clearance: 6.57m (21.56ft),  Kilometerpoint: 77.370,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.3m (99.4ft)

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Structure Number: 44 0146L,  Location: 05-MON-001-R77.37-MON (Lat: 36.591417,  Lng: -121.880603),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 11,112 (year 2015),  Truck Traffic: 3%,  Features Intersected: FREMONT ST-N1 & AGUAJITO,  Facility Carried by Structure: STATE ROUTE 1 SB
Minimum Vertical Clearance: 6.85m (22.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.3m (99.4ft)

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Structure Number: 44 0146R,  Location: 05-MON-001-R77.37-MON (Lat: 36.591242,  Lng: -121.880444),  Route carried "under" structure: Ramp State highway 1,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 16,300 (year 2010),  Truck Traffic: 2%,  Features Intersected: FREMONT ST-N1 & AGUAJITO
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 77.370,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 44 0146R,  Location: 05-MON-001-R77.37-MON (Lat: 36.591242,  Lng: -121.880444),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 11,112 (year 2015),  Truck Traffic: 3%,  Features Intersected: FREMONT ST-N1 & AGUAJITO,  Facility Carried by Structure: STATE ROUTE 1 NB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 44 0149E,  Location: 05-MON-068-R3.96-MON (Lat: 36.595278,  Lng: -121.868831),  Route carried "under" structure: State highway 1,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 64,000 (year 2011),  Features Intersected: SR 1, S1-E68, N1-FREMONT
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 78.120,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 44 0151,  Location: 05-MON-068-R4.04-MON (Lat: 36.594308,  Lng: -121.866867),  Route carried "under" structure: State highway 68,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: SR 68, N1-E68, W68-N1,  Facility Carried by Structure: FAIRGROUND RD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 4.040,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 44 0152S,  Location: 05-MON-001-R78.18-MON (Lat: 36.595314,  Lng: -121.867344),  Route carried "under" structure: Ramp State highway 68,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2005),  Truck Traffic: 2%,  Features Intersected: W68-N1 CONNECTOR RAMP,  Facility Carried by Structure: N1-FREMONT ST OFF
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 3.990,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 44 0153K,  Location: 05-MON-001-R78.18-MON (Lat: 36.595681,  Lng: -121.868075),  Route carried "under" structure: State highway 1,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2009),  Truck Traffic: 4%,  Features Intersected: SR 1 & W68-N1 CONN RMP
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 78.180,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.7m (133.5ft)

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Structure Number: 44 0153K,  Location: 05-MON-001-R78.18-MON (Lat: 36.595681,  Lng: -121.868075),  Route carried "under" structure: Ramp State highway 68,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,050 (year 2005),  Truck Traffic: 2%,  Features Intersected: SR 1 & W68-N1 CONN RMP,  Facility Carried by Structure: FREMONT ST-S1 ONRP
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.970,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.7m (133.5ft)

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Structure Number: 44 0156L,  Location: 05-MON-001-R78.89-MON (Lat: 36.604286,  Lng: -121.861242),  Route carried "under" structure: City street H186,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 26,241 (year 2015),  Truck Traffic: 5%,  Features Intersected: DEL MONTE AVE,  Facility Carried by Structure: STATE ROUTE 1 SB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 44 0156R,  Location: 05-MON-001-R78.89-MON (Lat: 36.604450,  Lng: -121.860950),  Route carried "under" structure: City street H186,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 26,241 (year 2015),  Truck Traffic: 5%,  Features Intersected: DEL MONTE AVE,  Facility Carried by Structure: STATE ROUTE 1 NB
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 44 0168L,  Location: 05-MON-001-R77.59-MON (Lat: 36.593269,  Lng: -121.877422),  Route carried "under" structure: City street H185,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 7,800 (year 2009),  Truck Traffic: 5%,  Features Intersected: SLOAT AVENUE,  Facility Carried by Structure: STATE ROUTE 1 SB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 44 0168R,  Location: 05-MON-001-R77.59-MON (Lat: 36.593008,  Lng: -121.877353),  Route carried "under" structure: City street H185,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 7,800 (year 2009),  Truck Traffic: 5%,  Features Intersected: SLOAT AVENUE,  Facility Carried by Structure: STATE ROUTE 1 NB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 44 0187L,  Location: 05-MON-001-R78.45-MON (Lat: 36.598889,  Lng: -121.864650),  Route carried "under" structure: City street H193,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 8,320 (year 2009),  Truck Traffic: 5%,  Features Intersected: CASA VERDE AVE,  Facility Carried by Structure: STATE ROUTE 1 SB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 44 0187R,  Location: 05-MON-001-R78.45-MON (Lat: 36.598747,  Lng: -121.864472),  Route carried "under" structure: City street H193,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 8,320 (year 2009),  Truck Traffic: 5%,  Features Intersected: CASA VERDE AVE,  Facility Carried by Structure: STATE ROUTE 1 NB
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 44 0191L,  Location: 05-MON-001-R76.00-MON (Lat: 36.582011,  Lng: -121.899872),  Route carried "under" structure: City street H162,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 19,600 (year 2005),  Truck Traffic: 2%,  Features Intersected: SOLEDAD DRIVE,  Facility Carried by Structure: STATE ROUTE 1 SB
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 44 0191R,  Location: 05-MON-001-R76.00-MON (Lat: 36.581833,  Lng: -121.899700),  Route carried "under" structure: City street H162,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 20,580 (year 2010),  Truck Traffic: 2%,  Features Intersected: SOLEDAD DRIVE,  Facility Carried by Structure: STATE ROUTE 1 NB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 44 0299,  Location: 05-MON-068-R4.05-MON (Lat: 36.593917,  Lng: -121.867667),  Route carried "under" structure: State highway 68,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: SR 68, N1-E68, W68-N1,  Facility Carried by Structure: CA AM WATER CO
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 4.050,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 44C0166,  Location: 0.2 MI N OF SCOTT ST (Lat: 36.604022,  Lng: -121.895394),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2008),  Truck Traffic: 2%,  Features Intersected: PACIFIC STREET,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)