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

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Structure Number: 12C0299,  Location: N/O 6TH ST (Lat: 39.743233,  Lng: -121.792158),  Route carried "on" structure: City street ,  Year Built: 1981,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 14,500 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,547 (year 2038),  Features Intersected: S FORK DEAD HORSE SLOUGH,  Facility Carried by Structure: BRUCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.5m (73.8ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Channel: Very 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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12C031,  Location: 0.55 MI W HMTN ND CA HY (Lat: 39.781233,  Lng: -121.965275),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 83 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 303 (year 2042),  Features Intersected: ROCK CREEK,  Facility Carried by Structure: NORD GIANELLA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 27.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12C0311,  Location: 3.4 MI E/O HAMILT NORD CA (Lat: 39.775597,  Lng: -121.893747),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 7.75m (25.43ft),  Average Daily Traffic: 3,200 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,173 (year 2040),  Design Load: H 20,  Features Intersected: MUD CREEK,  Facility Carried by Structure: NORD HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 8.6m (28.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12C0313,  Location: 0.1 MI N OF HWY 32 (Lat: 39.754778,  Lng: -121.919025),  Route carried "on" structure: County highway ,  Year Built: 1935,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,820 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,744 (year 2042),  Features Intersected: GRASSY BANKS DITCH,  Facility Carried by Structure: MERIDIAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.0m (23.0ft)

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

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Structure Number: 12C0314,  Location: 0.77 MI N/O SACRAMENTO AV (Lat: 39.741167,  Lng: -121.903253),  Route carried "on" structure: County highway ,  Year Built: 1936,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 225 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 365 (year 2042),  Features Intersected: CHANNEL SLOUGH,  Facility Carried by Structure: MUIR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.5m (21.3ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12C0316,  Location: 3.66 MI N ORD FERRY RD (Lat: 39.676028,  Lng: -121.933078),  Route carried "on" structure: County highway ,  Year Built: 1931,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,256 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 804 (year 2040),  Features Intersected: SHADY OAKS SLOUGH,  Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.0m,  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 24.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12C0319,  Location: 0.25 MI S KEEFER RD (Lat: 39.815681,  Lng: -121.876853),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 1.56m (5.12ft),  Average Daily Traffic: 2,900 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 435 (year 2040),  Features Intersected: KEEFER SLOUGH,  Facility Carried by Structure: HICKS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.1m (23.3ft)

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

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Structure Number: 12C032,  Location: 0.5 MI N/O EATON RD (Lat: 39.783147,  Lng: -121.872169),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 3,000 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 520 (year 2040),  Design Load: H 20,  Features Intersected: SYCAMORE CREEK,  Facility Carried by Structure: HICKS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12C0321,  Location: 0.01 MI NW OF ROCK CR RD (Lat: 39.843878,  Lng: -121.836089),  Route carried "on" structure: County highway ,  Year Built: 1926,  Year Reconstructed: 1949,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 20 (year 2016),  Average Future Daily Traffic: 65 (year 2037),  Features Intersected: ROCK CREEK,  Facility Carried by Structure: ROCK CREEK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.2m (30.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 27.9 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: 21.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12C0323,  Location: JUST W OF GRAPE WAY (Lat: 39.730019,  Lng: -121.901950),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 3.06m (10.04ft),  Average Daily Traffic: 1,048 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,088 (year 2042),  Design Load: HS 20,  Features Intersected: SANDY GULCH,  Facility Carried by Structure: SACRAMENTO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.6m (28.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12C0324,  Location: 0.5 MI W GLENWOOD AVE (Lat: 39.735492,  Lng: -121.891022),  Route carried "on" structure: County highway ,  Year Built: 1906,  Year Reconstructed: 1936,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 325 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 626 (year 2042),  Features Intersected: SANDY GULCH,  Facility Carried by Structure: OAK WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 13.6m (44.6ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Channel: Very good,  Operating Rating: 29.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $338,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $568,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12C0325,  Location: AT BIDWELL AVENUE (Lat: 39.726997,  Lng: -121.863308),  Route carried "on" structure: County highway ,  Year Built: 1925,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 1,013 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,750 (year 2042),  Features Intersected: BIG CHICO CREEK,  Facility Carried by Structure: ROSE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 24.9 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: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12C0327,  Location: 0.5 MI S CHICO RIVER RD (Lat: 39.700569,  Lng: -121.882636),  Route carried "on" structure: County highway ,  Year Built: 1939,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 330 (year 2011),  Truck Traffic: 18%,  Average Future Daily Traffic: 730 (year 2042),  Features Intersected: LITTLE CHICO CREEK,  Facility Carried by Structure: CROUCH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12C0328,  Location: 0.4 MI SE/O MILLER AVE (Lat: 39.716306,  Lng: -121.845572),  Route carried "on" structure: County highway ,  Year Built: 1917,  Status: Open,  Structure Length: 2.02m (6.63ft),  Average Daily Traffic: 1,100 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,641 (year 2042),  Features Intersected: LITTLE CHICO CREEK,  Facility Carried by Structure: POMONA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.2m (30.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 25.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.6 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12C033,  Location: 2.60 MI N OF NELSON RD (Lat: 39.588542,  Lng: -121.800439),  Route carried "on" structure: County highway ,  Year Built: 1937,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 44 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 116 (year 2041),  Features Intersected: HANLON SLOUGH,  Facility Carried by Structure: DURNEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12C0335,  Location: AT W 9TH ST (Lat: 39.722722,  Lng: -121.838192),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 2.36m (7.74ft),  Average Daily Traffic: 1,700 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,896 (year 2036),  Design Load: HS 20,  Features Intersected: LITTLE CHICO CREEK,  Facility Carried by Structure: CHESTNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  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: Good,  Channel: Good,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12C0336,  Location: 0.1 MI N OF 10TH ST (Lat: 39.723847,  Lng: -121.836164),  Route carried "on" structure: City street ,  Year Built: 1916,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 5,200 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,265 (year 2042),  Features Intersected: LITTLE CHICO CREEK,  Facility Carried by Structure: SALEM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12C0337,  Location: S OF 9TH ST (Lat: 39.724269,  Lng: -121.835075),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 1930,  Status: Open,  Structure Length: 1.53m (5.02ft),  Average Daily Traffic: 4,000 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,361 (year 2042),  Features Intersected: LITTLE CHICO CREEK,  Facility Carried by Structure: BROADWAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.0 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12C0338,  Location: 0.1 MI N OF 12TH ST (Lat: 39.728203,  Lng: -121.825717),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 2,500 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,133 (year 2042),  Features Intersected: LITTLE CHICO CREEK,  Facility Carried by Structure: MILL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 19.4 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: 15.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  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: 12C036,  Location: N OF LA PORTE RD (Lat: 39.335992,  Lng: -121.491400),  Route carried "on" structure: County highway ,  Year Built: 1970,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,000 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 4,191 (year 2041),  Features Intersected: WILSON CREEK,  Facility Carried by Structure: DUNSTONE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 12C0363,  Location: BTWN DAYTON RD & 9TH ST (Lat: 39.718314,  Lng: -121.843339),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 200 (year 2010),  Average Future Daily Traffic: 834 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LITTLE CHICO CREEK,  Facility Carried by Structure: WALNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.2m (30.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12C0392,  Location: 0.1 MI N SR 32 (Lat: 39.741378,  Lng: -121.800186),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 628 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 579 (year 2042),  Design Load: HS 20,  Features Intersected: DEAD HORSE SLOUGH,  Facility Carried by Structure: EL MONTE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.6m (28.2ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 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: 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: 12C041,  Location: 0.2 MI W PALERMO RD (Lat: 39.466339,  Lng: -121.528872),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 4,290 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,817 (year 2041),  Features Intersected: BRANCH WYMAN RAVINE,  Facility Carried by Structure: OPHIR RD EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12C0412,  Location: 0.5 MI S OF W EAST AVE (Lat: 39.749078,  Lng: -121.865453),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 2.52m (8.27ft),  Average Daily Traffic: 4,000 (year 1998),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,520 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LINDO CHANNEL,  Facility Carried by Structure: HOLLY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.8m (51.8ft)

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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12C042,  Location: 0.5 MI N SKYWAY (Lat: 39.885975,  Lng: -121.612617),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 217 (year 2042),  Features Intersected: BUTTE CREEK CANAL,  Facility Carried by Structure: DOE MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 28.5 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: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12C0422,  Location: 0.7 MI N/O EATON RD (Lat: 39.786600,  Lng: -121.843872),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 2.78m (9.12ft),  Average Daily Traffic: 10,300 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,612 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SYCAMORE CREEK TRIBUTARY,  Facility Carried by Structure: COHASSET RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 0.0m,  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12C0425,  Location: E OF BRUCE ROAD (Lat: 39.747275,  Lng: -121.791108),  Route carried "on" structure: Business City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.91m (6.27ft),  Average Daily Traffic: 2,000 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,175 (year 2042),  Features Intersected: CALIFORNIA PARK LAKES,  Facility Carried by Structure: LAKEWEST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.4m (24.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.0 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: 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: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.91m (6.27ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $314,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $527,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12C0429,  Location: 0.35 MI E OF BRUCE ROAD (Lat: 39.726217,  Lng: -121.781353),  Route carried "on" structure: Business City street ,  Year Built: 2009,  Status: Open,  Structure Length: 2.17m (7.12ft),  Average Daily Traffic: 2,200 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 924 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: LTL CHC-BUT CR DIV CHAN,  Facility Carried by Structure: EAST 20TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.9m (68.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12C043,  Location: 1.5 MI NORTH OF NELSON RD (Lat: 39.573275,  Lng: -121.856936),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 423 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 855 (year 2039),  Features Intersected: WESTERN CANAL-PRATT LATL,  Facility Carried by Structure: AGUAS FRIAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 12C0438,  Location: 0.2 MI NE MANZANITA AVE (Lat: 39.763625,  Lng: -121.802506),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 638 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,386 (year 2041),  Design Load: HS 20,  Features Intersected: SYCAMORE CREEK,  Facility Carried by Structure: WILDWOOD AVENUE
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12 0149L,  Location: 03-BUT-099-R32.37-CHC (Lat: 39.736019,  Lng: -121.818992),  Route carried "under" structure: State highway 32,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 12,900 (year 2009),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 32 EB,  Facility Carried by Structure: STATE ROUTE 99 SB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 10.190,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 12 0149R,  Location: 03-BUT-099-R32.37-CHC (Lat: 39.736156,  Lng: -121.818792),  Route carried "under" structure: State highway 32,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 9,400 (year 2009),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 32 EB,  Facility Carried by Structure: STATE ROUTE 99 NB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 10.190,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 12 0150L,  Location: 03-BUT-099-R32.44-CHC (Lat: 39.736711,  Lng: -121.819917),  Route carried "under" structure: State highway 32,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 12,900 (year 2009),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 32 WB,  Facility Carried by Structure: STATE ROUTE 99 SB
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 10.190,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 12 0150R,  Location: 03-BUT-099-R32.44-CHC (Lat: 39.736831,  Lng: -121.819717),  Route carried "under" structure: State highway 32,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 9,400 (year 2009),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 32 WB,  Facility Carried by Structure: STATE ROUTE 99 NB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 10.190,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 12 0151,  Location: 03-BUT-099-R32.61-CHC (Lat: 39.738578,  Lng: -121.821972),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1998),  Truck Traffic: 1%,  Features Intersected: VALLOMBROSA, BIG CHICO,  Facility Carried by Structure: STATE ROUTE 99
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 12 0152,  Location: 03-BUT-099-R33.08-CHC (Lat: 39.743342,  Lng: -121.828492),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1998),  Truck Traffic: 1%,  Features Intersected: PALMETTO AVE,  Facility Carried by Structure: STATE ROUTE 99
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 12 0153L,  Location: 03-BUT-099-R33.28-CHC (Lat: 39.745219,  Lng: -121.831400),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 13,400 (year 2003),  Truck Traffic: 10%,  Features Intersected: EAST FIRST AVE,  Facility Carried by Structure: STATE ROUTE 99 SB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 12 0153R,  Location: 03-BUT-099-R33.28-CHC (Lat: 39.745358,  Lng: -121.831211),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 13,400 (year 2003),  Truck Traffic: 10%,  Features Intersected: EAST FIRST AVE,  Facility Carried by Structure: STATE ROUTE 99 NB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 12 0158L,  Location: 03-BUT-099-R34.93-CHC (Lat: 39.760072,  Lng: -121.855442),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2010),  Truck Traffic: 10%,  Features Intersected: EAST AVENUE,  Facility Carried by Structure: STATE ROUTE 99 SB
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 12 0158R,  Location: 03-BUT-099-R34.93-CHC (Lat: 39.760167,  Lng: -121.855203),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2010),  Truck Traffic: 10%,  Features Intersected: EAST AVENUE,  Facility Carried by Structure: STATE ROUTE 99 NB
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 12 0159L,  Location: 03-BUT-099-R35.31 (Lat: 39.764028,  Lng: -121.860433),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2010),  Truck Traffic: 8%,  Features Intersected: LASSEN AVE,  Facility Carried by Structure: STATE ROUTE 99 SB
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 12 0159R,  Location: 03-BUT-099-R35.31 (Lat: 39.764150,  Lng: -121.860228),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2010),  Truck Traffic: 8%,  Features Intersected: LASSEN AVE,  Facility Carried by Structure: STATE ROUTE 99 NB
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 12 016,  Location: 03-BUT-099-R36.31 (Lat: 39.774369,  Lng: -121.873531),  Route carried "under" structure: State highway 99,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2009),  Truck Traffic: 12%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: EATON AVE
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 36.310,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 12 0164L,  Location: 03-BUT-099-R33.57-CHC (Lat: 39.748089,  Lng: -121.835281),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 5,736 (year 2010),  Truck Traffic: 8%,  Features Intersected: EAST FIFTH AVE,  Facility Carried by Structure: STATE ROUTE 99 SB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 12 0164R,  Location: 03-BUT-099-R33.57-CHC (Lat: 39.748233,  Lng: -121.835097),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 5,736 (year 2010),  Truck Traffic: 8%,  Features Intersected: EAST FIFTH AVE,  Facility Carried by Structure: STATE ROUTE 99 NB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 12 0167,  Location: 03-BUT-099-R30.60-CHC (Lat: 39.714858,  Lng: -121.801156),  Route carried "under" structure: State highway 99,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 32,500 (year 2009),  Truck Traffic: 11%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: SKYWAY
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 30.600,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 12 0168,  Location: 03-BUT-099-R34.25-CHC (Lat: 39.753878,  Lng: -121.845119),  Route carried "under" structure: State highway 99,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 49,500 (year 2009),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: COHASSET HWY
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 34.250,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.4m (86.6ft)

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Structure Number: 12 0169L,  Location: 03-BUT-099-R31.50-CHC (Lat: 39.726042,  Lng: -121.809553),  Route carried "under" structure: State highway 99,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 49,500 (year 2009),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: EAST 20TH ST WB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 31.500,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.4m (96.5ft)

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Structure Number: 12 0169R,  Location: 03-BUT-099-R31.50-CHC (Lat: 39.725889,  Lng: -121.809458),  Route carried "under" structure: State highway 99,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 49,500 (year 2009),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: EAST 20TH ST EB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 31.500,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.0m (59.1ft)