Bridge Statistics for San Martin, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 200ft / 61.3mTotal length
- $925,000Total costs
- 713,310Total average daily traffic
- 89,021Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for San Martin
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 11930-1939
- 11940-1949
- 121970-1979
- 31980-1989
- 12000-2009
- Bridge Condition - Deck
- 66.7%Good
- 16.7%Fair
- 16.7%Poor
- Bridge Condition - Superstructure
- 58.3%Good
- 33.3%Fair
- 8.3%Poor
- Bridge Condition - Substructure
- 83.3%Good
- 8.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 7.7%Excellent
- 23.1%Very good
- 46.2%Good
- 23.1%Satisfactory
- Bridge Condition - Culverts
- 25.0%Good
- 75.0%Satisfactory
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Structure Number: 37 0272, Location: 04-SCL-101-R13.74 (Lat: 37.104242, Lng: -121.611642), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 3,000 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 4,922 (year 2040), Design Load: HS 20+Mod, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: MIDDLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 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: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 40.2 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: 23.7 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37 0272, Location: 04-SCL-101-R13.74 (Lat: 37.104242, Lng: -121.611642), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 3,000 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 4,922 (year 2040), Design Load: HS 20+Mod, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: MIDDLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 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: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 40.2 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: 23.7 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 0324, Location: 04-SCL-101-R11.15 (Lat: 37.071214, Lng: -121.590200), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 1,400 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 2,735 (year 2040), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: CHURCH AVENUE
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: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 31.8 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: Equal to present minimum criteria, Deck Geometry: Better than 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37 0324, Location: 04-SCL-101-R11.15 (Lat: 37.071214, Lng: -121.590200), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 1,400 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 2,735 (year 2040), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: CHURCH AVENUE
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: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 31.8 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: Equal to present minimum criteria, Deck Geometry: Better than 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 0331L, Location: 04-SCL-101-R10.63 (Lat: 37.064347, Lng: -121.586831), Route carried "on" structure: US 101, Year Built: 1973, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 55,000 (year 2009), Truck Traffic: 13%, Average Future Daily Traffic: 78,733 (year 2040), Design Load: HS 20+Mod, Features Intersected: LLAGAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.630, 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: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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, Waterway Adequacy: Equal 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
Structure Number: 37 0331L, Location: 04-SCL-101-R10.63 (Lat: 37.064347, Lng: -121.586831), Route carried "on" structure: US 101, Year Built: 1973, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 55,000 (year 2009), Truck Traffic: 13%, Average Future Daily Traffic: 78,733 (year 2040), Design Load: HS 20+Mod, Features Intersected: LLAGAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.630, 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: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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, Waterway Adequacy: Equal 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
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Structure Number: 37 0331R, Location: 04-SCL-101-R10.63 (Lat: 37.064444, Lng: -121.586467), Route carried "on" structure: US 101, Year Built: 1972, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 55,000 (year 2009), Truck Traffic: 13%, Average Future Daily Traffic: 78,733 (year 2040), Design Load: HS 20+Mod, Features Intersected: LLAGAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.630, 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: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $551,000, Roadway Improvement Cost: $110,000, Total Project Cost: $925,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 37 0331R, Location: 04-SCL-101-R10.63 (Lat: 37.064444, Lng: -121.586467), Route carried "on" structure: US 101, Year Built: 1972, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 55,000 (year 2009), Truck Traffic: 13%, Average Future Daily Traffic: 78,733 (year 2040), Design Load: HS 20+Mod, Features Intersected: LLAGAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.630, 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: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $551,000, Roadway Improvement Cost: $110,000, Total Project Cost: $925,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0332, Location: 04-SCL-101-R12.46 (Lat: 37.088675, Lng: -121.599742), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 6,000 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 8,206 (year 2040), Design Load: HS 20+Mod, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: SAN MARTIN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 56.4 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: 36.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37 0332, Location: 04-SCL-101-R12.46 (Lat: 37.088675, Lng: -121.599742), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 6,000 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 8,206 (year 2040), Design Load: HS 20+Mod, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: SAN MARTIN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 56.4 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: 36.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 0392, Location: 04-SCL-101-R13.87 (Lat: 37.105739, Lng: -121.612583), Route carried "on" structure: US 101, Year Built: 1972, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 112,000 (year 2009), Truck Traffic: 13%, Average Future Daily Traffic: 170,728 (year 2040), Features Intersected: LITTLE LLAGAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.870, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.4m (93.2ft), Skew: 24 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: Good, Culverts: Satisfactory, 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: 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: September 2020
Structure Number: 37 0392, Location: 04-SCL-101-R13.87 (Lat: 37.105739, Lng: -121.612583), Route carried "on" structure: US 101, Year Built: 1972, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 112,000 (year 2009), Truck Traffic: 13%, Average Future Daily Traffic: 170,728 (year 2040), Features Intersected: LITTLE LLAGAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.870, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.4m (93.2ft), Skew: 24 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: Good, Culverts: Satisfactory, 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: 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: September 2020
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Structure Number: 37C0169, Location: 0.3 MI E/O MONTEREY HWY (Lat: 37.086636, Lng: -121.605436), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 7,230 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 9,965 (year 2042), Design Load: H 15, Features Intersected: LLAGAS CREEK, Facility Carried by Structure: SAN MARTIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37C0169, Location: 0.3 MI E/O MONTEREY HWY (Lat: 37.086636, Lng: -121.605436), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 7,230 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 9,965 (year 2042), Design Load: H 15, Features Intersected: LLAGAS CREEK, Facility Carried by Structure: SAN MARTIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C0178, Location: 0.2 MI E/O SH 101 (Lat: 37.089933, Lng: -121.596072), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 6,080 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 6,765 (year 2042), Design Load: HS 20, Features Intersected: E LITTLE LLAGAS CREEK, Facility Carried by Structure: SAN MARTIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37C0178, Location: 0.2 MI E/O SH 101 (Lat: 37.089933, Lng: -121.596072), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 6,080 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 6,765 (year 2042), Design Load: HS 20, Features Intersected: E LITTLE LLAGAS CREEK, Facility Carried by Structure: SAN MARTIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C0215, Location: 0.25 MI N CALIF AVE (Lat: 37.095456, Lng: -121.616411), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 2000, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 11,440 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 9,367 (year 2042), Design Load: H 15, Features Intersected: LLAGAS CREEK, Facility Carried by Structure: MONTEREY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37C0215, Location: 0.25 MI N CALIF AVE (Lat: 37.095456, Lng: -121.616411), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 2000, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 11,440 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 9,367 (year 2042), Design Load: H 15, Features Intersected: LLAGAS CREEK, Facility Carried by Structure: MONTEREY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C0519, Location: 0.5 MI W NEW AVE (Lat: 37.048672, Lng: -121.559150), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 3.92m (12.86ft), Average Daily Traffic: 2,540 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 3,941 (year 2042), Design Load: HS 20+Mod, Features Intersected: LLAGAS CREEK, Facility Carried by Structure: BUENA VISTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 37C0519, Location: 0.5 MI W NEW AVE (Lat: 37.048672, Lng: -121.559150), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 3.92m (12.86ft), Average Daily Traffic: 2,540 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 3,941 (year 2042), Design Load: HS 20+Mod, Features Intersected: LLAGAS CREEK, Facility Carried by Structure: BUENA VISTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37C0523, Location: 0.3 MI S/ O CHURCH AVE (Lat: 37.072267, Lng: -121.575250), Route carried "on" structure: County highway , Year Built: 1915, Year Reconstructed: 2011, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,070 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 1,285 (year 2042), Features Intersected: CHURCH CREEK, Facility Carried by Structure: CENTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 27.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37C0523, Location: 0.3 MI S/ O CHURCH AVE (Lat: 37.072267, Lng: -121.575250), Route carried "on" structure: County highway , Year Built: 1915, Year Reconstructed: 2011, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,070 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 1,285 (year 2042), Features Intersected: CHURCH CREEK, Facility Carried by Structure: CENTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 27.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C0525, Location: 0.3 MI W SH 101 (Lat: 37.069175, Lng: -121.595983), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 1,290 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 2,054 (year 2042), Design Load: HS 20+Mod, Features Intersected: LLAGAS CREEK, Facility Carried by Structure: CHURCH AVE
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very 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: Somewhat better than minimum adequacy, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 37C0525, Location: 0.3 MI W SH 101 (Lat: 37.069175, Lng: -121.595983), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 1,290 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 2,054 (year 2042), Design Load: HS 20+Mod, Features Intersected: LLAGAS CREEK, Facility Carried by Structure: CHURCH AVE
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very 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: Somewhat better than minimum adequacy, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37C0526, Location: 0.3 MI E OF SH 101 (Lat: 37.073039, Lng: -121.585047), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 1,290 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 1,665 (year 2042), Features Intersected: LITTLE LLAGAS CREEK, Facility Carried by Structure: CHURCH AVE
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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37C0526, Location: 0.3 MI E OF SH 101 (Lat: 37.073039, Lng: -121.585047), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 1,290 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 1,665 (year 2042), Features Intersected: LITTLE LLAGAS CREEK, Facility Carried by Structure: CHURCH AVE
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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C0549, Location: 0.8 MI N SAN MARTIN AVE (Lat: 37.096069, Lng: -121.612481), Route carried "on" structure: County highway , Year Built: 1925, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,780 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 2,000 (year 2037), Features Intersected: LLAGAS CREEK, Facility Carried by Structure: LLAGAS AVE
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: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.6 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $276,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37C0549, Location: 0.8 MI N SAN MARTIN AVE (Lat: 37.096069, Lng: -121.612481), Route carried "on" structure: County highway , Year Built: 1925, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,780 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 2,000 (year 2037), Features Intersected: LLAGAS CREEK, Facility Carried by Structure: LLAGAS AVE
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: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.6 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $276,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C0566, Location: BTWN SH 101/NEW AVE (Lat: 37.057500, Lng: -121.570186), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 2,090 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 2,200 (year 2038), Design Load: HS 20+Mod, Features Intersected: LLAGAS CREEK, Facility Carried by Structure: RUCKER AVE
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), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 37C0566, Location: BTWN SH 101/NEW AVE (Lat: 37.057500, Lng: -121.570186), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 2,090 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 2,200 (year 2038), Design Load: HS 20+Mod, Features Intersected: LLAGAS CREEK, Facility Carried by Structure: RUCKER AVE
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), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37C0824, Location: .1 MI SW/O WATSONVILLE RD (Lat: 37.053706, Lng: -121.662053), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 2.28m (7.48ft), Average Daily Traffic: 100 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 306 (year 2037), Features Intersected: UVAS CREEK, Facility Carried by Structure: HERITAGE WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.7m (31.8ft)
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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 37C0824, Location: .1 MI SW/O WATSONVILLE RD (Lat: 37.053706, Lng: -121.662053), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 2.28m (7.48ft), Average Daily Traffic: 100 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 306 (year 2037), Features Intersected: UVAS CREEK, Facility Carried by Structure: HERITAGE WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.7m (31.8ft)
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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0272, Location: 04-SCL-101-R13.74 (Lat: 37.104242, Lng: -121.611642), Route carried "under" structure: US 101, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 112,000 (year 2009), Truck Traffic: 13%, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: MIDDLE AVENUE
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 13.740, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.5m (123.0ft)
Structure Number: 37 0272, Location: 04-SCL-101-R13.74 (Lat: 37.104242, Lng: -121.611642), Route carried "under" structure: US 101, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 112,000 (year 2009), Truck Traffic: 13%, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: MIDDLE AVENUE
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 13.740, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.5m (123.0ft)
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Structure Number: 37 0324, Location: 04-SCL-101-R11.15 (Lat: 37.071214, Lng: -121.590200), Route carried "under" structure: US 101, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 112,000 (year 2009), Truck Traffic: 13%, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: CHURCH AVENUE
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 11.150, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.4m (116.1ft)
Structure Number: 37 0324, Location: 04-SCL-101-R11.15 (Lat: 37.071214, Lng: -121.590200), Route carried "under" structure: US 101, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 112,000 (year 2009), Truck Traffic: 13%, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: CHURCH AVENUE
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 11.150, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.4m (116.1ft)
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Structure Number: 37 033, Location: 04-SCL-101-R10.27 (Lat: 37.059186, Lng: -121.584906), Route carried "under" structure: US 101, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 110,000 (year 2009), Truck Traffic: 13%, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: MASTEN AVENUE
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 10.270, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.4m (116.1ft)
Structure Number: 37 033, Location: 04-SCL-101-R10.27 (Lat: 37.059186, Lng: -121.584906), Route carried "under" structure: US 101, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 110,000 (year 2009), Truck Traffic: 13%, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: MASTEN AVENUE
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 10.270, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.4m (116.1ft)
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Structure Number: 37 0332, Location: 04-SCL-101-R12.46 (Lat: 37.088675, Lng: -121.599742), Route carried "under" structure: US 101, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 112,000 (year 2009), Truck Traffic: 13%, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: SAN MARTIN AVENUE
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 12.460, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 37 0332, Location: 04-SCL-101-R12.46 (Lat: 37.088675, Lng: -121.599742), Route carried "under" structure: US 101, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 112,000 (year 2009), Truck Traffic: 13%, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: SAN MARTIN AVENUE
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 12.460, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.0m (118.1ft)