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

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Structure Number: 29 0199L,  Location: 10-SJ-005-33.50 (Lat: 38.032386,  Lng: -121.364350),  Route carried "on" structure: Interstate 5,  Year Built: 1975,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 48,000 (year 2009),  Truck Traffic: 22%,  Average Future Daily Traffic: 81,427 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: MOSHER SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.500,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0199R,  Location: 10-SJ-005-33.49 (Lat: 38.032392,  Lng: -121.363969),  Route carried "on" structure: Interstate 5,  Year Built: 1975,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 48,000 (year 2009),  Truck Traffic: 22%,  Average Future Daily Traffic: 81,427 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: MOSHER SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.490,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0200L,  Location: 10-SJ-005-34.46 (Lat: 38.045911,  Lng: -121.369006),  Route carried "on" structure: Interstate 5,  Year Built: 1975,  Status: Open,  Structure Length: 2.75m (9.02ft),  Average Daily Traffic: 38,500 (year 2009),  Truck Traffic: 22%,  Average Future Daily Traffic: 78,056 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MCAULIFFE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.460,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.75m (9.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $457,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $767,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0200R,  Location: 10-SJ-005-34.46 (Lat: 38.045925,  Lng: -121.368658),  Route carried "on" structure: Interstate 5,  Year Built: 1975,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 38,500 (year 2009),  Truck Traffic: 22%,  Average Future Daily Traffic: 78,056 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MCAULIFFE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.460,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0202S,  Location: 10-SJ-005-27.00-STKN (Lat: 37.956131,  Lng: -121.311667),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 9,900 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,086 (year 2041),  Design Load: HS 20,  Features Intersected: PARK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0209L,  Location: 10-SJ-005-35.30 (Lat: 38.057722,  Lng: -121.372722),  Route carried "on" structure: Interstate 5,  Year Built: 1975,  Status: Open,  Structure Length: 4.10m (13.45ft),  Average Daily Traffic: 38,500 (year 2009),  Truck Traffic: 22%,  Average Future Daily Traffic: 78,056 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: EIGHT MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.300,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  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: 40.5m (132.9ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0209R,  Location: 10-SJ-005-35.30 (Lat: 38.057731,  Lng: -121.372364),  Route carried "on" structure: Interstate 5,  Year Built: 1975,  Status: Open,  Structure Length: 4.10m (13.45ft),  Average Daily Traffic: 38,500 (year 2009),  Truck Traffic: 22%,  Average Future Daily Traffic: 78,056 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: EIGHT MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.300,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  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: 40.6m (133.2ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 021,  Location: 10-SJ-005-32.10-STKN (Lat: 38.013736,  Lng: -121.355097),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 111,000 (year 2009),  Truck Traffic: 17%,  Average Future Daily Traffic: 130,582 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: FIVE MILE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.100,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 49.3m (161.7ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb-To-Curb Width: 49.3m (161.7ft),  Out-to-Out Width: 50.9m (167.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 29 0212L,  Location: 10-SJ-005-32.66-STKN (Lat: 38.021153,  Lng: -121.358861),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 48,000 (year 2009),  Truck Traffic: 22%,  Average Future Daily Traffic: 81,427 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: W HAMMER LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.660,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 51.2 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: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0212R,  Location: 10-SJ-005-32.66-STKN (Lat: 38.021150,  Lng: -121.358453),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 48,000 (year 2009),  Truck Traffic: 22%,  Average Future Daily Traffic: 81,427 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: W HAMMER LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.660,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.2 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: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0215,  Location: 10-SJ-005-31.11 (Lat: 37.999936,  Lng: -121.349172),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 111,000 (year 2009),  Truck Traffic: 23%,  Average Future Daily Traffic: 237,000 (year 2038),  Design Load: HL 93,  Features Intersected: W SWAIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.110,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.9m (173.6ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 52.9m (173.6ft),  Out-to-Out Width: 54.5m (178.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 42.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 29 0220L,  Location: 10-SJ-005-R22.51 (Lat: 37.896881,  Lng: -121.283811),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 87,500 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 170,705 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: FRENCH CAMP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.510,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.3 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 29 0221L,  Location: 10-SJ-005-R23.25 (Lat: 37.907406,  Lng: -121.287608),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 87,500 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 170,705 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: FRENCH CAMP SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.250,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0221R,  Location: 10-SJ-005-R23.25 (Lat: 37.907161,  Lng: -121.287161),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 43,750 (year 2009),  Truck Traffic: 24%,  Average Future Daily Traffic: 85,351 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: FRENCH CAMP SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.250,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.3m (63.3ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0222L,  Location: 10-SJ-005-R23.66 (Lat: 37.912875,  Lng: -121.289581),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 43,750 (year 2015),  Truck Traffic: 24%,  Average Future Daily Traffic: 85,351 (year 2043),  Design Load: HS 20,  Features Intersected: DOWNING AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.660,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 29.8 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: 22.4 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0222R,  Location: 10-SJ-005-R23.66 (Lat: 37.912914,  Lng: -121.289233),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 43,750 (year 2015),  Truck Traffic: 24%,  Average Future Daily Traffic: 85,351 (year 2043),  Design Load: HS 20,  Features Intersected: DOWNING AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.660,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0223L,  Location: 10-SJ-005-R23.93-STKN (Lat: 37.916728,  Lng: -121.290969),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 43,750 (year 2015),  Truck Traffic: 24%,  Average Future Daily Traffic: 84,785 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: WALKER SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.930,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 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: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $581,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $976,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0223R,  Location: 10-SJ-005-R23.93-STKN (Lat: 37.916742,  Lng: -121.290572),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 43,750 (year 2009),  Truck Traffic: 24%,  Average Future Daily Traffic: 85,351 (year 2043),  Features Intersected: WALKER SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.930,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0224L,  Location: 10-SJ-005-24.64-STKN (Lat: 37.926544,  Lng: -121.294511),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 41,050 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 109,692 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: EIGHTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.640,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  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: 40.8m (133.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 30.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0224R,  Location: 10-SJ-005-24.64-STKN (Lat: 37.926583,  Lng: -121.294164),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 43,750 (year 2009),  Truck Traffic: 24%,  Average Future Daily Traffic: 83,109 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: EIGHTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.640,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0225L,  Location: 10-SJ-005-25.35-STKN (Lat: 37.936572,  Lng: -121.297544),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 61,050 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 109,692 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE RTE 4 (CHARTER WY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.350,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  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: 45.1m (148.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0225R,  Location: 10-SJ-005-25.35-STKN (Lat: 37.936647,  Lng: -121.297258),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 63,750 (year 2009),  Truck Traffic: 24%,  Average Future Daily Traffic: 83,109 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE RTE 4 (CHARTER WY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.350,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  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: 45.4m (149.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0226,  Location: 10-SJ-005-29.83 (Lat: 37.982347,  Lng: -121.342258),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 124,000 (year 2009),  Truck Traffic: 23%,  Average Future Daily Traffic: 237,000 (year 2038),  Design Load: HL 93,  Features Intersected: EBMUD AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.830,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.7m (166.3ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 50.7m (166.3ft),  Out-to-Out Width: 52.1m (170.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 42.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 29 0226S,  Location: 10-SJ-005-29.83 (Lat: 37.982433,  Lng: -121.342017),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1970,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 10,800 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,808 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: EBMUD AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.830,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0229L,  Location: 10-SJ-005-25.64-STKN (Lat: 37.940758,  Lng: -121.298239),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 87,500 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 166,220 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ANDERSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.640,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0229R,  Location: 10-SJ-005-25.64-STKN (Lat: 37.940811,  Lng: -121.297908),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 43,750 (year 2009),  Truck Traffic: 24%,  Average Future Daily Traffic: 83,109 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ANDERSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.640,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0230L,  Location: 10-SJ-005-25.78-STKN (Lat: 37.942728,  Lng: -121.298564),  Route carried "on" structure: Interstate 5,  Year Built: 1972,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 87,500 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 166,220 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.780,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0230R,  Location: 10-SJ-005-25.78-STKN (Lat: 37.942800,  Lng: -121.298158),  Route carried "on" structure: Interstate 5,  Year Built: 1972,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 43,750 (year 2009),  Truck Traffic: 24%,  Average Future Daily Traffic: 83,109 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.780,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0231H,  Location: 10-SJ-004-R16.00-STKN (Lat: 37.945978,  Lng: -121.300136),  Route carried "on" structure: Ramp State highway 4,  Year Built: 1972,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 19,400 (year 2000),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,311 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 51.5 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: 38.2 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0231L,  Location: 10-SJ-005-25.99-STKN (Lat: 37.945758,  Lng: -121.299175),  Route carried "on" structure: Interstate 5,  Year Built: 1972,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 87,500 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 166,220 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.990,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0231R,  Location: 10-SJ-005-25.99-STKN (Lat: 37.945803,  Lng: -121.298883),  Route carried "on" structure: Interstate 5,  Year Built: 1972,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 43,750 (year 2009),  Truck Traffic: 24%,  Average Future Daily Traffic: 83,109 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.990,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.0 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0232L,  Location: 10-SJ-005-26.12-STKN (Lat: 37.947503,  Lng: -121.300081),  Route carried "on" structure: Interstate 5,  Year Built: 1972,  Status: Open,  Structure Length: 22.49m (73.79ft),  Average Daily Traffic: 87,500 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 166,220 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 4
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 26.120,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0232R,  Location: 10-SJ-005-26.12-STKN (Lat: 37.947681,  Lng: -121.299869),  Route carried "on" structure: State highway 5,  Year Built: 1972,  Status: Open,  Structure Length: 22.86m (75.00ft),  Average Daily Traffic: 43,750 (year 2009),  Truck Traffic: 24%,  Average Future Daily Traffic: 83,109 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 4
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 26.120,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 81.6 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0233H,  Location: 10-SJ-005-25.87-STKN (Lat: 37.945856,  Lng: -121.298322),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1972,  Status: Open,  Structure Length: 167.40m (549.21ft),  Average Daily Traffic: 37,450 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 48,257 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I 5 & SR4,CONS,SLU,3 STS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.870,  Lanes on structure: 2,  Lanes under structure: 23,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 24,  Length of Maximum Span: 59.1m (193.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0235L,  Location: 10-SJ-004-R16.02-STKN (Lat: 37.948222,  Lng: -121.301506),  Route carried "on" structure: State highway 4,  Year Built: 1972,  Status: Open,  Structure Length: 15.51m (50.89ft),  Average Daily Traffic: 7,900 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,229 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: E4-N5, W4-S5 CONN RAMPS
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 16.020,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 76.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0235R,  Location: 10-SJ-004-R16.01-STKN (Lat: 37.947914,  Lng: -121.301731),  Route carried "on" structure: State highway 4,  Year Built: 1972,  Status: Open,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 7,900 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,229 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: E4-N5, W4-S5 CONN RAMPS
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 16.010,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 77.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0236F,  Location: 10-SJ-004-R16.20-STKN (Lat: 37.949236,  Lng: -121.298200),  Route carried "on" structure: Ramp State highway 4,  Year Built: 1972,  Status: Open,  Structure Length: 18.35m (60.20ft),  Average Daily Traffic: 40,200 (year 2004),  Truck Traffic: 14%,  Average Future Daily Traffic: 63,809 (year 2041),  Features Intersected: LINCOLN, UP RR, BNSF RY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.200,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 55.2m (181.1ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0237L,  Location: 10-SJ-004-R16.20-STKN (Lat: 37.948797,  Lng: -121.298103),  Route carried "on" structure: State highway 4,  Year Built: 1972,  Status: Open,  Structure Length: 18.14m (59.51ft),  Average Daily Traffic: 37,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 56,720 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: LINCOLN, UP RR, BNSF RY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.200,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0237R,  Location: 10-SJ-004-R16.20-STKN (Lat: 37.948542,  Lng: -121.298031),  Route carried "on" structure: State highway 4,  Year Built: 1972,  Status: Open,  Structure Length: 18.14m (59.51ft),  Average Daily Traffic: 37,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 56,720 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: LINCOLN, UP RR, BNSF RY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.200,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0238K,  Location: 10-SJ-004-R16.20-STKN (Lat: 37.949031,  Lng: -121.298103),  Route carried "on" structure: Ramp State highway 4,  Year Built: 1972,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 700 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,117 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MORMON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.200,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place