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

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Structure Number: 53 0109L,  Location: 07-LA-010-30.84-BWP (Lat: 34.065028,  Lng: -118.002967),  Route carried "on" structure: Interstate 10,  Year Built: 1933,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 23.10m (75.79ft),  Average Daily Traffic: 116,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 152,739 (year 2037),  Design Load: HS 20,  Features Intersected: SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.840,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 0109R,  Location: 07-LA-010-30.84-BWP (Lat: 34.064111,  Lng: -118.005539),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 20.00m (65.62ft),  Average Daily Traffic: 116,500 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 152,739 (year 2037),  Design Load: HS 20,  Features Intersected: SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.840,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.8m (94.5ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 50.3m (165.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 24.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 17.8 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: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0112,  Location: 07-LA-010-32.93-BWP (Lat: 34.068919,  Lng: -117.969839),  Route carried "on" structure: Interstate 10,  Year Built: 1955,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 209,000 (year 2012),  Average Future Daily Traffic: 273,880 (year 2038),  Design Load: HS 20,  Features Intersected: BIG DALTON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.930,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.0m (157.5ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.2m (118.8ft),  Curb-To-Curb Width: 48.0m (157.5ft),  Out-to-Out Width: 49.8m (163.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 76.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior 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: 53 0665,  Location: 07-LA-010-32.66-BWP (Lat: 34.068342,  Lng: -117.973956),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 209,000 (year 2012),  Average Future Daily Traffic: 273,880 (year 2040),  Design Load: HS 20,  Features Intersected: FRANCISQUITO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.660,  Lanes on structure: 13,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 58.9m (193.2ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.9m (88.3ft),  Curb-To-Curb Width: 58.9m (193.2ft),  Out-to-Out Width: 60.4m (198.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.8 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior 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: 53 0666,  Location: 07-LA-010-33.35-BWP (Lat: 34.069872,  Lng: -117.962525),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 3.28m (10.76ft),  Average Daily Traffic: 209,000 (year 2012),  Average Future Daily Traffic: 373,880 (year 2040),  Design Load: HS 20,  Features Intersected: PUENTE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.350,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 55.5m (182.1ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.6m (100.4ft),  Curb-To-Curb Width: 56.2m (184.4ft),  Out-to-Out Width: 57.7m (189.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.9 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: Superior 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: 53 0882,  Location: 07-LA-010-31.11-BWP (Lat: 34.064756,  Lng: -118.000847),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 233,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 311,639 (year 2043),  Design Load: HS 20,  Features Intersected: W10-S605 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.110,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 57.5m (188.6ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 57.5m (188.6ft),  Out-to-Out Width: 59.1m (193.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 38.9 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: 30.1 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior 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: 53 1321M,  Location: 07-LA-010-32.85-BWP (Lat: 34.068783,  Lng: -117.970786),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 209,000 (year 2012),  Average Future Daily Traffic: 271,477 (year 2040),  Features Intersected: VINELAND ST STORM DRN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.850,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.5m (155.8ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 47.5m (155.8ft),  Out-to-Out Width: 49.2m (161.4ft)

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: August 2021

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Structure Number: 53 1322M,  Location: 07-LA-010-33.05-BWP (Lat: 34.069161,  Lng: -117.967894),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 209,000 (year 2012),  Average Future Daily Traffic: 271,477 (year 2040),  Features Intersected: W BIG DALTON AVE STM DRN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.050,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.1m (157.8ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 48.1m (157.8ft),  Out-to-Out Width: 49.9m (163.7ft)

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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 53 1323M,  Location: 07-LA-010-33.09-BWP (Lat: 34.069267,  Lng: -117.967294),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 209,000 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 271,477 (year 2040),  Features Intersected: BIG DALTON AVE STORM DRN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.090,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.1m (157.8ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 48.1m (157.8ft),  Out-to-Out Width: 50.0m (164.0ft)

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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 53 1343,  Location: 07-LA-605-R19.85-BWP (Lat: 34.060328,  Lng: -118.000911),  Route carried "on" structure: Interstate 605,  Year Built: 1957,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 14.22m (46.65ft),  Average Daily Traffic: 237,090 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 274,219 (year 2040),  Design Load: HS 20,  Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.850,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.4m (158.8ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 48.4m (158.8ft),  Out-to-Out Width: 52.0m (170.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1631,  Location: 07-LA-605-R20.09-BWP (Lat: 34.063664,  Lng: -118.000003),  Route carried "on" structure: Interstate 605,  Year Built: 1971,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 230,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 206,213 (year 2040),  Design Load: HS 20,  Features Intersected: S605-E10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.090,  Lanes on structure: 8,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 39 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: 34.1m (111.9ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1631G,  Location: 07-LA-605-R20.09-BWP (Lat: 34.063644,  Lng: -117.999856),  Route carried "on" structure: Ramp Interstate 605,  Year Built: 1964,  Status: Open,  Structure Length: 3.18m (10.43ft),  Average Daily Traffic: 23,700 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,791 (year 2040),  Design Load: HS 20,  Features Intersected: S605-E10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.090,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.7 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: 31.1 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: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1632,  Location: 07-LA-605-R20.17-BWP (Lat: 34.064811,  Lng: -117.999978),  Route carried "on" structure: Interstate 605,  Year Built: 1971,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 230,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 206,213 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.170,  Lanes on structure: 8,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 34.2m (112.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 34.2m (112.2ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.7 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: 20.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1633,  Location: 07-LA-605-20.27-BWP (Lat: 34.066339,  Lng: -118.000208),  Route carried "on" structure: Interstate 605,  Year Built: 1971,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 185,000 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 173,350 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: W10-S605 CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.270,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 34.2m (112.2ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 34.2m (112.2ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.5 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: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1633G,  Location: 07-LA-010-31.18-BWP (Lat: 34.066389,  Lng: -118.000069),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 3.52m (11.55ft),  Average Daily Traffic: 13,300 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,842 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: W10-S605 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.180,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.1m (46.3ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Superior 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: 53 208,  Location: 07-LA-060-R28.04-POM (Lat: 34.024328,  Lng: -117.771194),  Route carried "on" structure: City street L647,  Year Built: 1970,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 9.04m (29.66ft),  Average Daily Traffic: 15,300 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,049 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 60,  Facility Carried by Structure: PHILLIPS RANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2086,  Location: 07-LA-605-21.07-BWP (Lat: 34.077431,  Lng: -117.998428),  Route carried "on" structure: City street L371,  Year Built: 1971,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 20,300 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,564 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 605,  Facility Carried by Structure: WEST RAMONA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.1 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: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3004,  Location: 07-LA-010-31.54-BWP (Lat: 34.065819,  Lng: -117.993408),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 8.95m (29.36ft),  Average Daily Traffic: 207,800 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 208,000 (year 2039),  Design Load: HL 93,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: AMAR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.3m (125.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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: 53 302,  Location: 07-LA-071-1.60 (Lat: 34.053675,  Lng: -117.781019),  Route carried "on" structure: Alternate City street ,  Year Built: 2011,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 16,400 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,100 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR 71,  Facility Carried by Structure: MISSION BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.7m (123.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 33.0m (108.3ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3026,  Location: 07-LA-010-32.22-BWP (Lat: 34.066958,  Lng: -117.982247),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 14.58m (47.83ft),  Average Daily Traffic: 216,600 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 221,172 (year 2043),  Design Load: HL 93,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: BALDWIN PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 46.6m (152.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: 53 3027H,  Location: 07-LA-605-R20.17-BWP (Lat: 34.064856,  Lng: -117.999775),  Route carried "on" structure: Ramp Interstate 605,  Year Built: 2013,  Status: Open,  Structure Length: 6.30m (20.67ft),  Average Daily Traffic: 23,700 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,900 (year 2040),  Design Load: HL 93,  Features Intersected: INTERSTATE 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.170,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.3m (109.3ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3047F,  Location: 07-LA-605-20.36-BWP (Lat: 34.067569,  Lng: -118.001128),  Route carried "on" structure: Ramp Interstate 605,  Year Built: 2015,  Status: Open,  Structure Length: 102.53m (336.38ft),  Average Daily Traffic: 23,700 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 30,707 (year 2040),  Design Load: HL 93,  Features Intersected: INTERSTATE 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.360,  Lanes on structure: 1,  Lanes under structure: 22,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 69.5m (228.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0157,  Location: 0.1MI W/O I-605 FWY (Lat: 34.076831,  Lng: -118.001289),  Route carried "on" structure: City street L371,  Year Built: 1961,  Status: Open,  Structure Length: 15.85m (52.00ft),  Average Daily Traffic: 38,792 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 46,550 (year 2041),  Design Load: HS 20,  Features Intersected: SAN GABRIEL RIV,  Facility Carried by Structure: RAMONA BLVD
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0336,  Location: 0.3MI S/O I-10 FWY (Lat: 34.066178,  Lng: -117.966150),  Route carried "on" structure: City street Q914,  Year Built: 1961,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 23,730 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,476 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WALNUT CRK,  Facility Carried by Structure: PUENTE AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $372,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $1,390,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0661,  Location: 0.5MI W/O PUENTE AVE (Lat: 34.069417,  Lng: -117.969342),  Route carried "on" structure: City street Q939,  Year Built: 1956,  Status: Open,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 11,433 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,148 (year 2041),  Design Load: HS 20,  Features Intersected: BIG DALTON WASH,  Facility Carried by Structure: GARVEY AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0662,  Location: 0.1MI S/O I-10 FWY (Lat: 34.066836,  Lng: -117.971592),  Route carried "on" structure: City street L726,  Year Built: 1958,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 31,805 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 38,166 (year 2041),  Design Load: HS 20,  Features Intersected: WALNUT CRK,  Facility Carried by Structure: FRANCISQUITO AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $692,000,  Roadway Improvement Cost: $342,000,  Total Project Cost: $2,880,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C067,  Location: 0.5MI S/O ARROW HWY (Lat: 34.100008,  Lng: -117.925306),  Route carried "on" structure: County highway L378,  Year Built: 1959,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 10,094 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,608 (year 2041),  Design Load: HS 20,  Features Intersected: LITTLE DALTON WASH,  Facility Carried by Structure: VINCENT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0677,  Location: 0.3MI W/O PUENTE AVE (Lat: 34.074331,  Lng: -117.963978),  Route carried "on" structure: City street L686,  Year Built: 1959,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 13,309 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,305 (year 2041),  Design Load: HS 20,  Features Intersected: BIG DALTON WASH,  Facility Carried by Structure: MERCED AVE
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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0678,  Location: 0.2MI S/O RAMONA BLVD (Lat: 34.087636,  Lng: -117.949517),  Route carried "on" structure: City street Q914,  Year Built: 1959,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,137 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,351 (year 2041),  Design Load: HS 20,  Features Intersected: BIG DALTON WASH,  Facility Carried by Structure: PUENTE AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0681,  Location: 0.3MI W/O PUENTE AVE (Lat: 34.081831,  Lng: -117.955708),  Route carried "on" structure: City street Q911,  Year Built: 1959,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 23,219 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,863 (year 2041),  Design Load: HS 20,  Features Intersected: BIG DALTON WASH,  Facility Carried by Structure: PACIFIC AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 61.9 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: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0697,  Location: 0.3MI S/O I-10 FWY (Lat: 34.064200,  Lng: -117.976717),  Route carried "on" structure: County highway Q913,  Year Built: 1958,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 5,080 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,842 (year 2040),  Design Load: HS 20,  Features Intersected: WALNUT CRK,  Facility Carried by Structure: VINELAND AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0773,  Location: 0.1MI N/O FRANCISQUITO AV (Lat: 34.067342,  Lng: -117.969242),  Route carried "on" structure: City street Q944,  Year Built: 1959,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 505 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 556 (year 2041),  Design Load: HS 20,  Features Intersected: WALNUT CRK,  Facility Carried by Structure: BIG DALTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1404,  Location: 0.3MI E/O FRANCISQUITO AV (Lat: 34.069639,  Lng: -117.971350),  Route carried "on" structure: City street Q939,  Year Built: 1979,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 11,322 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,020 (year 2041),  Features Intersected: STORM DRN,  Facility Carried by Structure: GARVEY AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Channel: Poor,  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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 53C1405,  Location: 0.1MI E/O FRANCISQUITO AV (Lat: 34.068694,  Lng: -117.970708),  Route carried "on" structure: City street Q940,  Year Built: 1979,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 15,198 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,238 (year 2041),  Features Intersected: STORM DRN,  Facility Carried by Structure: DALEWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021

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Structure Number: 53C1856,  Location: 0.8MI N/O VALLEY BLVD (Lat: 34.060206,  Lng: -118.002031),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 12.88m (42.26ft),  Average Daily Traffic: 303 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 303 (year 2041),  Design Load: HS 20,  Features Intersected: WALNUT CRK WASH,  Facility Carried by Structure: CLOVERLEAF DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.7 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 0665,  Location: 07-LA-010-32.66-BWP (Lat: 34.068342,  Lng: -117.973956),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,400 (year 2011),  Truck Traffic: 2%,  Features Intersected: FRANCISQUITO AVE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 13,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.9m (88.3ft)

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Structure Number: 53 0666,  Location: 07-LA-010-33.35-BWP (Lat: 34.069872,  Lng: -117.962525),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 16,600 (year 2012),  Truck Traffic: 2%,  Features Intersected: PUENTE AVE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.6m (100.4ft)

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Structure Number: 53 0882,  Location: 07-LA-010-31.11-BWP (Lat: 34.064756,  Lng: -118.000847),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 207,800 (year 2011),  Truck Traffic: 6%,  Features Intersected: W10-S605 RAMP
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 31.180,  Lanes on structure: 11,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 53 1631,  Location: 07-LA-605-R20.09-BWP (Lat: 34.063664,  Lng: -118.000003),  Route carried "under" structure: Ramp Interstate 605,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 23,700 (year 2015),  Truck Traffic: 12%,  Features Intersected: S605-E10
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 20.090,  Lanes on structure: 8,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 53 1631G,  Location: 07-LA-605-R20.09-BWP (Lat: 34.063644,  Lng: -117.999856),  Route carried "under" structure: Ramp Interstate 605,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2015),  Truck Traffic: 2%,  Features Intersected: S605-E10
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 20.090,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 11.5m (37.7ft)

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Structure Number: 53 1632,  Location: 07-LA-605-R20.17-BWP (Lat: 34.064811,  Lng: -117.999978),  Route carried "under" structure: Interstate 10,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 254,780 (year 2015),  Truck Traffic: 6%,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: INTERSTATE 605
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 31.140,  Lanes on structure: 8,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 53 1633,  Location: 07-LA-605-20.27-BWP (Lat: 34.066339,  Lng: -118.000208),  Route carried "under" structure: Ramp Interstate 605,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2015),  Truck Traffic: 3%,  Features Intersected: W10-S605 CONN
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 20.270,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 53 1633G,  Location: 07-LA-010-31.18-BWP (Lat: 34.066389,  Lng: -118.000069),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 207,800 (year 2011),  Truck Traffic: 6%,  Features Intersected: W10-S605 CONNECTOR RAMP
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 31.180,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.1m (46.3ft)

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Structure Number: 53 2086,  Location: 07-LA-605-21.07-BWP (Lat: 34.077431,  Lng: -117.998428),  Route carried "under" structure: Interstate 605,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 185,000 (year 2015),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 605,  Facility Carried by Structure: WEST RAMONA BLVD
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 21.070,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 53 3004,  Location: 07-LA-010-31.54-BWP (Lat: 34.065819,  Lng: -117.993408),  Route carried "under" structure: Interstate 10,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 230,000 (year 2017),  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: AMAR RD
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 31.540,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 38.3m (125.7ft)

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Structure Number: 53 3023,  Location: 07-LA-010-31.72-BWP (Lat: 34.066714,  Lng: -117.990036),  Route carried "under" structure: Interstate 10,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 230,000 (year 2009),  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: BESS POC
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 31.720,  Lanes under structure: 11,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 49.0m (160.8ft)

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Structure Number: 53 3026,  Location: 07-LA-010-32.22-BWP (Lat: 34.066958,  Lng: -117.982247),  Route carried "under" structure: Interstate 10,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 224,000 (year 2012),  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: BALDWIN PARK BLVD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 32.220,  Lanes on structure: 4,  Lanes under structure: 12,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.6m (152.9ft)

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Structure Number: 53 3027H,  Location: 07-LA-605-R20.17-BWP (Lat: 34.064856,  Lng: -117.999775),  Route carried "under" structure: Interstate 10,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 233,000 (year 2015),  Truck Traffic: 6%,  Features Intersected: INTERSTATE 10
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 31.140,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.3m (109.3ft)

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Structure Number: 53 3047F,  Location: 07-LA-605-20.36-BWP (Lat: 34.067569,  Lng: -118.001128),  Route carried "under" structure: Interstate 10,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 247,000 (year 2015),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 10
Minimum Vertical Clearance: 16.69m (54.76ft),  Kilometerpoint: 31.210,  Lanes on structure: 1,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 69.5m (228.0ft)