Bridge Statistics for Hacienda Heights, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 98ft / 30.4mTotal length
- 2,148,282Total average daily traffic
- 176,181Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hacienda Heights
- No street view available for this location
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 60.0%Good
- 40.0%Fair
- Bridge Condition - Channel
- 50.0%Excellent
- 50.0%Very good
- Bridge Condition - Culverts
- 25.0%Very good
- 75.0%Good
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Structure Number: 53 1771, Location: 07-LA-060-14.26 (Lat: 34.019447, Lng: -117.988506), Route carried "on" structure: State highway 60, Year Built: 1967, Year Reconstructed: 2014, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 263,000 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 274,298 (year 2039), Design Load: HS 20, Features Intersected: SEVENTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.260, Lanes on structure: 9, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.2m (171.3ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 52.2m (171.3ft), Out-to-Out Width: 54.9m (180.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.3 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: Somewhat better than minimum adequacy, 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
Structure Number: 53 1771, Location: 07-LA-060-14.26 (Lat: 34.019447, Lng: -117.988506), Route carried "on" structure: State highway 60, Year Built: 1967, Year Reconstructed: 2014, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 263,000 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 274,298 (year 2039), Design Load: HS 20, Features Intersected: SEVENTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.260, Lanes on structure: 9, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.2m (171.3ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 52.2m (171.3ft), Out-to-Out Width: 54.9m (180.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.3 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: Somewhat better than minimum adequacy, 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 1772, Location: 07-LA-060-15.09 (Lat: 34.010989, Lng: -117.978422), Route carried "on" structure: State highway 60, Year Built: 1967, Year Reconstructed: 2010, Status: Open, Structure Length: 4.71m (15.45ft), Average Daily Traffic: 263,000 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 279,015 (year 2039), Design Load: HS 20, Features Intersected: TURNBULL CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.090, Lanes on structure: 11, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.2m (171.3ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 52.2m (171.3ft), Out-to-Out Width: 53.8m (176.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.3 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: 28.5 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: Somewhat better than minimum adequacy, 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
Structure Number: 53 1772, Location: 07-LA-060-15.09 (Lat: 34.010989, Lng: -117.978422), Route carried "on" structure: State highway 60, Year Built: 1967, Year Reconstructed: 2010, Status: Open, Structure Length: 4.71m (15.45ft), Average Daily Traffic: 263,000 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 279,015 (year 2039), Design Load: HS 20, Features Intersected: TURNBULL CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.090, Lanes on structure: 11, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.2m (171.3ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 52.2m (171.3ft), Out-to-Out Width: 53.8m (176.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.3 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: 28.5 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: Somewhat better than minimum adequacy, 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 1784, Location: 07-LA-060-15.93 (Lat: 34.006747, Lng: -117.964683), Route carried "on" structure: State highway 60, Year Built: 1967, Status: Open, Structure Length: 4.74m (15.55ft), Average Daily Traffic: 263,000 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 279,015 (year 2039), Design Load: HS 20, Features Intersected: HACIENDA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.930, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 49.7m (163.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 49.7m (163.1ft), Out-to-Out Width: 50.9m (167.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 15.9 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: 7.1 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: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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
Structure Number: 53 1784, Location: 07-LA-060-15.93 (Lat: 34.006747, Lng: -117.964683), Route carried "on" structure: State highway 60, Year Built: 1967, Status: Open, Structure Length: 4.74m (15.55ft), Average Daily Traffic: 263,000 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 279,015 (year 2039), Design Load: HS 20, Features Intersected: HACIENDA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.930, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 49.7m (163.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 49.7m (163.1ft), Out-to-Out Width: 50.9m (167.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 15.9 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: 7.1 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: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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 1785, Location: 07-LA-060-16.30 (Lat: 34.004919, Lng: -117.958689), Route carried "on" structure: State highway 60, Year Built: 1967, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 263,000 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 278,675 (year 2039), Design Load: HS 20, Features Intersected: STIMSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.300, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 45.6m (149.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.6 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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
Structure Number: 53 1785, Location: 07-LA-060-16.30 (Lat: 34.004919, Lng: -117.958689), Route carried "on" structure: State highway 60, Year Built: 1967, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 263,000 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 278,675 (year 2039), Design Load: HS 20, Features Intersected: STIMSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.300, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 45.6m (149.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.6 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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 1789, Location: 07-LA-060-17.97 (Lat: 33.997272, Lng: -117.931286), Route carried "on" structure: County highway , Year Built: 1967, Year Reconstructed: 1974, Status: Open, Structure Length: 6.65m (21.82ft), Average Daily Traffic: 44,080 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 57,085 (year 2040), Design Load: HS 20, Features Intersected: STATE ROUTE 60, Facility Carried by Structure: AZUSA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 36.7m (120.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.3 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: 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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1789, Location: 07-LA-060-17.97 (Lat: 33.997272, Lng: -117.931286), Route carried "on" structure: County highway , Year Built: 1967, Year Reconstructed: 1974, Status: Open, Structure Length: 6.65m (21.82ft), Average Daily Traffic: 44,080 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 57,085 (year 2040), Design Load: HS 20, Features Intersected: STATE ROUTE 60, Facility Carried by Structure: AZUSA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 36.7m (120.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.3 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: 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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2188, Location: 07-LA-060-15.69 (Lat: 34.007858, Lng: -117.968367), Route carried "on" structure: State highway 60, Year Built: 1967, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 241,000 (year 2017), Average Future Daily Traffic: 259,015 (year 2039), Design Load: HS 20, Features Intersected: HACIENDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.690, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 49.4m (162.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 53 2188, Location: 07-LA-060-15.69 (Lat: 34.007858, Lng: -117.968367), Route carried "on" structure: State highway 60, Year Built: 1967, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 241,000 (year 2017), Average Future Daily Traffic: 259,015 (year 2039), Design Load: HS 20, Features Intersected: HACIENDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.690, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 49.4m (162.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 53 2192, Location: 07-LA-060-17.64 (Lat: 33.998139, Lng: -117.936564), Route carried "on" structure: State highway 60, Year Built: 1967, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 240,000 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 288,675 (year 2039), Design Load: HS 20, Features Intersected: ROWLAND CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.640, Lanes on structure: 12, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 49.4m (162.1ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 49.4m (162.1ft), Out-to-Out Width: 49.5m (162.4ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53 2192, Location: 07-LA-060-17.64 (Lat: 33.998139, Lng: -117.936564), Route carried "on" structure: State highway 60, Year Built: 1967, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 240,000 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 288,675 (year 2039), Design Load: HS 20, Features Intersected: ROWLAND CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.640, Lanes on structure: 12, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 49.4m (162.1ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 49.4m (162.1ft), Out-to-Out Width: 49.5m (162.4ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C1524, Location: 0.2MI W/O HACIENDA BLVD (Lat: 34.006369, Lng: -117.968781), Route carried "on" structure: County highway QS99, Year Built: 1968, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 29,157 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 34,989 (year 2040), Features Intersected: HACIENDA CRK, Facility Carried by Structure: THREE PALMS ST
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 53C1524, Location: 0.2MI W/O HACIENDA BLVD (Lat: 34.006369, Lng: -117.968781), Route carried "on" structure: County highway QS99, Year Built: 1968, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 29,157 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 34,989 (year 2040), Features Intersected: HACIENDA CRK, Facility Carried by Structure: THREE PALMS ST
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 53C1623, Location: 0.1MI W/O HACIENDA BLVD (Lat: 33.990453, Lng: -117.972639), Route carried "on" structure: County highway QR17, Year Built: 1962, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,005 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,574 (year 2040), Features Intersected: HACIENDA CRK, Facility Carried by Structure: LA SUBIDA DR
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: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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 24 months, Inspection Date: December 2020
Structure Number: 53C1623, Location: 0.1MI W/O HACIENDA BLVD (Lat: 33.990453, Lng: -117.972639), Route carried "on" structure: County highway QR17, Year Built: 1962, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,005 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,574 (year 2040), Features Intersected: HACIENDA CRK, Facility Carried by Structure: LA SUBIDA DR
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: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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 24 months, Inspection Date: December 2020
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Structure Number: 53 1771, Location: 07-LA-060-14.26 (Lat: 34.019447, Lng: -117.988506), Route carried "under" structure: County highway L374, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 24,840 (year 2019), Truck Traffic: 8%, Features Intersected: SEVENTH AVE, Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 53 1771, Location: 07-LA-060-14.26 (Lat: 34.019447, Lng: -117.988506), Route carried "under" structure: County highway L374, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 24,840 (year 2019), Truck Traffic: 8%, Features Intersected: SEVENTH AVE, Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 53 1772, Location: 07-LA-060-15.09 (Lat: 34.010989, Lng: -117.978422), Route carried "under" structure: County highway L375, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 26,800 (year 2019), Truck Traffic: 4%, Features Intersected: TURNBULL CYN RD, Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 0.000, Lanes on structure: 11, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.6m (84.0ft)
Structure Number: 53 1772, Location: 07-LA-060-15.09 (Lat: 34.010989, Lng: -117.978422), Route carried "under" structure: County highway L375, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 26,800 (year 2019), Truck Traffic: 4%, Features Intersected: TURNBULL CYN RD, Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 0.000, Lanes on structure: 11, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.6m (84.0ft)
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Structure Number: 53 1784, Location: 07-LA-060-15.93 (Lat: 34.006747, Lng: -117.964683), Route carried "under" structure: County highway L683, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 48,000 (year 2019), Truck Traffic: 2%, Features Intersected: HACIENDA BLVD, Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 12, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 15.5m (50.9ft)
Structure Number: 53 1784, Location: 07-LA-060-15.93 (Lat: 34.006747, Lng: -117.964683), Route carried "under" structure: County highway L683, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 48,000 (year 2019), Truck Traffic: 2%, Features Intersected: HACIENDA BLVD, Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 12, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 15.5m (50.9ft)
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Structure Number: 53 1785, Location: 07-LA-060-16.30 (Lat: 34.004919, Lng: -117.958689), Route carried "under" structure: County highway L376, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 16,400 (year 2019), Truck Traffic: 2%, Features Intersected: STIMSON AVE, Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 53 1785, Location: 07-LA-060-16.30 (Lat: 34.004919, Lng: -117.958689), Route carried "under" structure: County highway L376, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 16,400 (year 2019), Truck Traffic: 2%, Features Intersected: STIMSON AVE, Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 53 1789, Location: 07-LA-060-17.97 (Lat: 33.997272, Lng: -117.931286), Route carried "under" structure: State highway 60, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 212,000 (year 2015), Truck Traffic: 9%, Features Intersected: STATE ROUTE 60, Facility Carried by Structure: AZUSA AVE
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 17.970, Lanes on structure: 7, Lanes under structure: 12, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 53 1789, Location: 07-LA-060-17.97 (Lat: 33.997272, Lng: -117.931286), Route carried "under" structure: State highway 60, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 212,000 (year 2015), Truck Traffic: 9%, Features Intersected: STATE ROUTE 60, Facility Carried by Structure: AZUSA AVE
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 17.970, Lanes on structure: 7, Lanes under structure: 12, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 53 1812, Location: 07-LA-060-16.55 (Lat: 34.004119, Lng: -117.954208), Route carried "under" structure: State highway 60, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 212,000 (year 2009), Truck Traffic: 9%, Features Intersected: STATE ROUTE 60, Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 16.550, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 53 1812, Location: 07-LA-060-16.55 (Lat: 34.004119, Lng: -117.954208), Route carried "under" structure: State highway 60, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 212,000 (year 2009), Truck Traffic: 9%, Features Intersected: STATE ROUTE 60, Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 16.550, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)