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

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Structure Number: 28 0108,  Location: 04-CC-004-24.32-PIT (Lat: 38.011667,  Lng: -121.865000),  Route carried "on" structure: City street A637,  Year Built: 1955,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 17,704 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,193 (year 2029),  Design Load: HS 20,  Features Intersected: SR 4,  Facility Carried by Structure: LOVERIDGE ROAD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.95m (22.80ft),  Designated Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: May 2007,  Other Special Inspection Date: May 2000,  Bridge Improvement Cost: $909,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $1,364,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 28 0264,  Location: 04-CC-004-24.34-PIT (Lat: 38.011667,  Lng: -121.865000),  Route carried "on" structure: City street A637,  Year Built: 1953,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 11,479 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,193 (year 2029),  Design Load: HS 20,  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: LOVERIDGE ROAD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $505,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $758,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 28 0385,  Location: 04-CC-004-23.41-PIT (Lat: 38.015583,  Lng: -121.882861),  Route carried "on" structure: Business City street ,  Year Built: 2003,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 15,284 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,746 (year 2029),  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: HARBOR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.7m (163.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 28 0386,  Location: 04-CC-004-23.04-PIT (Lat: 38.017222,  Lng: -121.889444),  Route carried "on" structure: Business City street ,  Year Built: 2004,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 28,000 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,343 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: RAILROAD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 30.0m (98.4ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 30.0m (98.4ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 28C0045,  Location: OVER HARBOR ST (Lat: 38.021944,  Lng: -121.880000),  Route carried "on" structure: City street A636,  Year Built: 1990,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 3,500 (year 1991),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,221 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: HARBOR STREET,  Facility Carried by Structure: 14TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 28C0048,  Location: 1.0 MI E/O HARBOR ST (Lat: 38.016111,  Lng: -121.863611),  Route carried "on" structure: County highway A636,  Year Built: 1946,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 10,610 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,094 (year 2028),  Design Load: H 15,  Features Intersected: BRANCH OF KIRKER CREEK,  Facility Carried by Structure: PITTSB-ANTIOCH HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0093,  Location: 0.01 MI S STONEMAN AVE (Lat: 38.003611,  Lng: -121.885000),  Route carried "on" structure: City street A632,  Year Built: 1966,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 13,000 (year 1998),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,334 (year 2029),  Design Load: HS 20,  Features Intersected: CONTRA COSTA CANAL,  Facility Carried by Structure: HARBOR ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0132,  Location: 0.7 MI S SH 4 (Lat: 38.007500,  Lng: -121.892778),  Route carried "on" structure: City street A613,  Year Built: 1938,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 20,300 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 41,768 (year 2028),  Design Load: H 15,  Features Intersected: CONTRA COSTA CANAL,  Facility Carried by Structure: RAILROAD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  Skew: 30 degrees,  Design/Construction: Mixed types,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0165,  Location: 04-CC-610-0-PIT (Lat: 38.026667,  Lng: -121.918056),  Route carried "on" structure: City street A610,  Year Built: 1963,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 12,000 (year 1970),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,536 (year 2028),  Design Load: H 20,  Features Intersected: WILLOW PASS ROAD,  Facility Carried by Structure: NORTH PARKSIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Critical Feature Inspection Date: July 2004,  Bridge Improvement Cost: $477,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $716,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0285,  Location: 0.2 MI N BUCHANAN RD (Lat: 38.000278,  Lng: -121.873611),  Route carried "on" structure: City street A637,  Year Built: 1970,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,500 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,088 (year 2028),  Features Intersected: CONTRA COSTA CANAL,  Facility Carried by Structure: LOVERIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 48.6 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0374,  Location: AT STONEMAN AVE (Lat: 38.005000,  Lng: -121.885000),  Route carried "on" structure: City street A632,  Year Built: 1968,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,000 (year 1978),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,832 (year 2026),  Features Intersected: KIRKER CREEK,  Facility Carried by Structure: HARBOR ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 0.0m,  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 39.1m (128.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  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 48 months,  Inspection Date: July 2004,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0448,  Location: 04-CC-613-0-PIT (Lat: 38.023889,  Lng: -121.886944),  Route carried "on" structure: City street A613,  Year Built: 1988,  Status: Open,  Structure Length: 7.73m (25.36ft),  Average Daily Traffic: 10,000 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,767 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: UP RR,PARKSIDE,RAILROAD,  Facility Carried by Structure: RAILROAD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Poor,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 28C0468,  Location: 1.5 MI E BAILEY RD (Lat: 38.012778,  Lng: -121.914444),  Route carried "on" structure: City street A616,  Year Built: 1976,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 7,500 (year 1991),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,477 (year 2029),  Features Intersected: CONTRA COSTA CANAL,  Facility Carried by Structure: WEST LELAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 25.4 metric tons,  Inventory Rating: 16.3 metric tons,  Structural Evaluation: Meets minimum limits,  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: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28 0096,  Location: 04-CC-004-24.33-PIT (Lat: 38.011667,  Lng: -121.865000),  Route carried "under" structure: State highway 4,  Year Built: 1953,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 91,000 (year 2001),  Truck Traffic: 8%,  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: UPRR SPUR
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 2.433,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 19.3m (63.3ft)

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Structure Number: 28 0108,  Location: 04-CC-004-24.32-PIT (Lat: 38.011667,  Lng: -121.865000),  Route carried "under" structure: State highway 4,  Year Built: 1955,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 91,000 (year 2001),  Truck Traffic: 8%,  Features Intersected: SR 4,  Facility Carried by Structure: LOVERIDGE ROAD SB
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 2.432,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 28 0264,  Location: 04-CC-004-24.34-PIT (Lat: 38.011667,  Lng: -121.865000),  Route carried "under" structure: State highway 4,  Year Built: 1953,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 91,000 (year 2001),  Truck Traffic: 8%,  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: LOVERIDGE ROAD NB
Minimum Vertical Clearance: 4.16m (13.65ft),  Kilometerpoint: 2.434,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 28 0385,  Location: 04-CC-004-23.41-PIT (Lat: 38.015583,  Lng: -121.882861),  Route carried "under" structure: State highway 4,  Year Built: 2003,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 91,000 (year 2000),  Truck Traffic: 8%,  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: HARBOR STREET
Minimum Vertical Clearance: 5.34m (17.52ft),  Kilometerpoint: 2.341,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 49.7m (163.1ft)

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Structure Number: 28 0386,  Location: 04-CC-004-23.04-PIT (Lat: 38.017222,  Lng: -121.889444),  Route carried "under" structure: State highway 4,  Year Built: 2004,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 124,000 (year 2000),  Truck Traffic: 9%,  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: RAILROAD AVENUE
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 2.304,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 28C004,  Location: BETW RAILROAD/HARBOR STS (Lat: 38.025833,  Lng: -121.880833),  Route carried "under" structure: City street A635,  Year Built: 1925,  Structure Length: 0.98m (3.22ft),  Truck Traffic: 1%,  Features Intersected: BNSF RY & AMTRAK,  Facility Carried by Structure: SOLARI ST
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.1m (29.9ft)

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Structure Number: 28C0045,  Location: OVER HARBOR ST (Lat: 38.021944,  Lng: -121.880000),  Route carried "under" structure: City street A632,  Year Built: 1990,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 8,000 (year 1991),  Truck Traffic: 4%,  Features Intersected: HARBOR STREET,  Facility Carried by Structure: 14TH ST
Minimum Vertical Clearance: 0.58m (1.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 28C0165,  Location: 04-CC-610-0-PIT (Lat: 38.026667,  Lng: -121.918056),  Route carried "under" structure: City street A608,  Year Built: 1963,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 14,300 (year 2002),  Truck Traffic: 4%,  Features Intersected: WILLOW PASS ROAD,  Facility Carried by Structure: NORTH PARKSIDE DR
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 28C0283,  Location: 04-CC-632-0-PIT (Lat: 38.022222,  Lng: -121.880278),  Route carried "under" structure: City street A632,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 1998),  Truck Traffic: 5%,  Features Intersected: UP RR,  Facility Carried by Structure: HARBOR ST
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 0.0m

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Structure Number: 28C0284,  Location: 04-CC-632-0-PIT (Lat: 38.025833,  Lng: -121.878889),  Route carried "under" structure: City street A632,  Year Built: 1986,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 4,000 (year 1982),  Truck Traffic: 5%,  Features Intersected: BNSF RY, UP RR, & AMTRAK,  Facility Carried by Structure: HARBOR ST
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 28C0375,  Location: 04-CC-632-0-PIT (Lat: 38.021667,  Lng: -121.880278),  Route carried "under" structure: City street A632,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 2002),  Truck Traffic: 3%,  Features Intersected: PIPE OC,  Facility Carried by Structure: HARBOR ST.
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Length of Maximum Span: 0.0m

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Structure Number: 28C0447,  Location: 04-CC-613-0-PIT (Lat: 38.025833,  Lng: -121.885833),  Route carried "under" structure: City street A613,  Year Built: 1988,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 10,000 (year 1989),  Truck Traffic: 5%,  Features Intersected: BNSF RY & AMTRAK,  Facility Carried by Structure: RAILROAD AVE
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.3m (66.6ft)