Bridge Statistics for Paramount, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 991ft / 302mTotal length
- 2,510,973Total average daily traffic
- 224,810Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Paramount
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11970-1979
- 151980-1989
- 111990-1999
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 69.2%Good
- 7.7%Satisfactory
- 23.1%Fair
- Bridge Condition - Superstructure
- 69.2%Good
- 30.8%Fair
- Bridge Condition - Substructure
- 84.6%Good
- 15.4%Fair
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Structure Number: 53 0823, Location: 07-LA-710-14.45-PRM (Lat: 33.896144, Lng: -118.187969), Route carried "on" structure: City street L087, Year Built: 1986, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 18,534 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 26,533 (year 2037), Design Load: HS 20+Mod, Features Intersected: ROUTE 710, Facility Carried by Structure: COMPTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 0823, Location: 07-LA-710-14.45-PRM (Lat: 33.896144, Lng: -118.187969), Route carried "on" structure: City street L087, Year Built: 1986, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 18,534 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 26,533 (year 2037), Design Load: HS 20+Mod, Features Intersected: ROUTE 710, Facility Carried by Structure: COMPTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0824, Location: 07-LA-710-14.98-PRM (Lat: 33.903481, Lng: -118.186203), Route carried "on" structure: County highway L079, Year Built: 1990, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 32,824 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 49,374 (year 2037), Design Load: HS 20+Mod, Features Intersected: ROUTE 710, Facility Carried by Structure: ROSECRANS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 30.6m (100.4ft), Out-to-Out Width: 37.9m (124.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 0824, Location: 07-LA-710-14.98-PRM (Lat: 33.903481, Lng: -118.186203), Route carried "on" structure: County highway L079, Year Built: 1990, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 32,824 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 49,374 (year 2037), Design Load: HS 20+Mod, Features Intersected: ROUTE 710, Facility Carried by Structure: ROSECRANS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 30.6m (100.4ft), Out-to-Out Width: 37.9m (124.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2410L, Location: 07-LA-105-R7.79-LA (Lat: 33.928244, Lng: -118.274169), Route carried "on" structure: Interstate 105, Year Built: 1985, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 110,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 124,999 (year 2042), Design Load: HS 20+Mod, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.790, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 36.5m (119.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2410L, Location: 07-LA-105-R7.79-LA (Lat: 33.928244, Lng: -118.274169), Route carried "on" structure: Interstate 105, Year Built: 1985, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 110,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 124,999 (year 2042), Design Load: HS 20+Mod, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.790, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 36.5m (119.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2419, Location: 07-LA-105-R13.47-PRM (Lat: 33.912808, Lng: -118.180892), Route carried "on" structure: Interstate 105, Year Built: 1993, Status: Open, Structure Length: 37.73m (123.79ft), Average Daily Traffic: 234,000 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 224,460 (year 2037), Design Load: HS 20+Mod, Features Intersected: W105-S710 CONN
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 13.470, Lanes on structure: 10, Lanes under structure: 11, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 50.5m (165.7ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 4, Length of Maximum Span: 48.1m (157.8ft), Curb-To-Curb Width: 50.5m (165.7ft), Out-to-Out Width: 66.4m (217.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2419, Location: 07-LA-105-R13.47-PRM (Lat: 33.912808, Lng: -118.180892), Route carried "on" structure: Interstate 105, Year Built: 1993, Status: Open, Structure Length: 37.73m (123.79ft), Average Daily Traffic: 234,000 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 224,460 (year 2037), Design Load: HS 20+Mod, Features Intersected: W105-S710 CONN
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 13.470, Lanes on structure: 10, Lanes under structure: 11, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 50.5m (165.7ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 4, Length of Maximum Span: 48.1m (157.8ft), Curb-To-Curb Width: 50.5m (165.7ft), Out-to-Out Width: 66.4m (217.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2420F, Location: 07-LA-710-R16.01-LYN (Lat: 33.910844, Lng: -118.174603), Route carried "on" structure: Ramp Interstate 710, Year Built: 1990, Year Reconstructed: 1992, Status: Open, Structure Length: 109.85m (360.40ft), Average Daily Traffic: 16,300 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 20,172 (year 2042), Design Load: HS 20+Mod, Features Intersected: RTES 105 & 710, LTR&CONN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.010, Lanes on structure: 2, Lanes under structure: 29, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 19, Length of Maximum Span: 66.8m (219.2ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2420F, Location: 07-LA-710-R16.01-LYN (Lat: 33.910844, Lng: -118.174603), Route carried "on" structure: Ramp Interstate 710, Year Built: 1990, Year Reconstructed: 1992, Status: Open, Structure Length: 109.85m (360.40ft), Average Daily Traffic: 16,300 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 20,172 (year 2042), Design Load: HS 20+Mod, Features Intersected: RTES 105 & 710, LTR&CONN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.010, Lanes on structure: 2, Lanes under structure: 29, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 19, Length of Maximum Span: 66.8m (219.2ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2421K, Location: 07-LA-105-R13.83-PRM (Lat: 33.911564, Lng: -118.174617), Route carried "on" structure: Ramp State highway 105, Year Built: 1993, Status: Open, Structure Length: 13.26m (43.50ft), Average Daily Traffic: 3,560 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 4,183 (year 2037), Design Load: HS 20+Mod, Features Intersected: W105-N&S 710 CONN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.830, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 56.4m (185.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2421K, Location: 07-LA-105-R13.83-PRM (Lat: 33.911564, Lng: -118.174617), Route carried "on" structure: Ramp State highway 105, Year Built: 1993, Status: Open, Structure Length: 13.26m (43.50ft), Average Daily Traffic: 3,560 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 4,183 (year 2037), Design Load: HS 20+Mod, Features Intersected: W105-N&S 710 CONN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.830, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 56.4m (185.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2423, Location: 07-LA-105-R14.13-PRM (Lat: 33.910694, Lng: -118.168806), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 21,992 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 105, LRT, Facility Carried by Structure: GARFIELD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.7m (163.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.1 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2423, Location: 07-LA-105-R14.13-PRM (Lat: 33.910694, Lng: -118.168806), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 21,992 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 105, LRT, Facility Carried by Structure: GARFIELD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.7m (163.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.1 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2424, Location: 07-LA-105-R14.34-PRM (Lat: 33.910842, Lng: -118.165233), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 13.14m (43.11ft), Average Daily Traffic: 1,060 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 1,184 (year 2037), Design Load: HS 20+Mod, Features Intersected: ROUTE 105, LRT, SOMERSET, Facility Carried by Structure: FACADE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.430, Lanes on structure: 2, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.7m (120.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2424, Location: 07-LA-105-R14.34-PRM (Lat: 33.910842, Lng: -118.165233), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 13.14m (43.11ft), Average Daily Traffic: 1,060 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 1,184 (year 2037), Design Load: HS 20+Mod, Features Intersected: ROUTE 105, LRT, SOMERSET, Facility Carried by Structure: FACADE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.430, Lanes on structure: 2, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.7m (120.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2428, Location: 07-LA-105-R14.95-PRM (Lat: 33.911903, Lng: -118.155072), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 12.01m (39.40ft), Average Daily Traffic: 1,400 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 2,137 (year 2042), Design Load: HS 20+Mod, Features Intersected: ROUTE 105, LRT, RAMPS, Facility Carried by Structure: MERKEL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 61.6m (202.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2428, Location: 07-LA-105-R14.95-PRM (Lat: 33.911903, Lng: -118.155072), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 12.01m (39.40ft), Average Daily Traffic: 1,400 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 2,137 (year 2042), Design Load: HS 20+Mod, Features Intersected: ROUTE 105, LRT, RAMPS, Facility Carried by Structure: MERKEL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 61.6m (202.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2429, Location: 07-LA-105-R15.09-PRM (Lat: 33.912272, Lng: -118.152225), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 16,500 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 20,308 (year 2042), Design Load: HS 20+Mod, Features Intersected: ROUTE 105, LRT, Facility Carried by Structure: DOWNEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2429, Location: 07-LA-105-R15.09-PRM (Lat: 33.912272, Lng: -118.152225), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 16,500 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 20,308 (year 2042), Design Load: HS 20+Mod, Features Intersected: ROUTE 105, LRT, Facility Carried by Structure: DOWNEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2456F, Location: 07-LA-105-R13.65-PRM (Lat: 33.915628, Lng: -118.178639), Route carried "on" structure: Ramp State highway 105, Year Built: 1992, Status: Open, Structure Length: 42.34m (138.91ft), Average Daily Traffic: 15,091 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 15,864 (year 2037), Design Load: HS 20+Mod, Features Intersected: LOS ANGELES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.650, Lanes on structure: 1, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.5m (34.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 9, Length of Maximum Span: 49.5m (162.4ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2456F, Location: 07-LA-105-R13.65-PRM (Lat: 33.915628, Lng: -118.178639), Route carried "on" structure: Ramp State highway 105, Year Built: 1992, Status: Open, Structure Length: 42.34m (138.91ft), Average Daily Traffic: 15,091 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 15,864 (year 2037), Design Load: HS 20+Mod, Features Intersected: LOS ANGELES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.650, Lanes on structure: 1, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.5m (34.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 9, Length of Maximum Span: 49.5m (162.4ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C0190R, Location: 0.1MI E/O I-710 FWY (Lat: 33.903517, Lng: -118.183453), Route carried "on" structure: City street L079, Year Built: 1951, Year Reconstructed: 1972, Status: Open, Structure Length: 18.51m (60.73ft), Average Daily Traffic: 13,248 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 15,235 (year 2040), Design Load: HS 20, Features Intersected: LOS ANGELES RIV, Facility Carried by Structure: ROSECRANS AVE E
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 45.0 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: Equal to present minimum criteria, 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53C0190R, Location: 0.1MI E/O I-710 FWY (Lat: 33.903517, Lng: -118.183453), Route carried "on" structure: City street L079, Year Built: 1951, Year Reconstructed: 1972, Status: Open, Structure Length: 18.51m (60.73ft), Average Daily Traffic: 13,248 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 15,235 (year 2040), Design Load: HS 20, Features Intersected: LOS ANGELES RIV, Facility Carried by Structure: ROSECRANS AVE E
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 45.0 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: Equal to present minimum criteria, 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C0646, Location: 0.1MI E/O I-710 FWY (Lat: 33.896153, Lng: -118.187083), Route carried "on" structure: City street L087, Year Built: 1976, Status: Open, Structure Length: 13.38m (43.90ft), Average Daily Traffic: 21,024 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 25,229 (year 2040), Design Load: HS 20, Features Intersected: LOS ANGELES RIV, Facility Carried by Structure: SOMERSET BLVD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53C0646, Location: 0.1MI E/O I-710 FWY (Lat: 33.896153, Lng: -118.187083), Route carried "on" structure: City street L087, Year Built: 1976, Status: Open, Structure Length: 13.38m (43.90ft), Average Daily Traffic: 21,024 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 25,229 (year 2040), Design Load: HS 20, Features Intersected: LOS ANGELES RIV, Facility Carried by Structure: SOMERSET BLVD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0823, Location: 07-LA-710-14.45-PRM (Lat: 33.896144, Lng: -118.187969), Route carried "under" structure: Interstate 710, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 234,000 (year 2017), Truck Traffic: 14%, Features Intersected: ROUTE 710, Facility Carried by Structure: COMPTON BLVD
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 14.450, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.4m (112.9ft)
Structure Number: 53 0823, Location: 07-LA-710-14.45-PRM (Lat: 33.896144, Lng: -118.187969), Route carried "under" structure: Interstate 710, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 234,000 (year 2017), Truck Traffic: 14%, Features Intersected: ROUTE 710, Facility Carried by Structure: COMPTON BLVD
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 14.450, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.4m (112.9ft)
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Structure Number: 53 0824, Location: 07-LA-710-14.98-PRM (Lat: 33.903481, Lng: -118.186203), Route carried "under" structure: Interstate 710, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 240,000 (year 2017), Truck Traffic: 13%, Features Intersected: ROUTE 710, Facility Carried by Structure: ROSECRANS AVE
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 14.980, Lanes on structure: 6, Lanes under structure: 13, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.1m (134.8ft)
Structure Number: 53 0824, Location: 07-LA-710-14.98-PRM (Lat: 33.903481, Lng: -118.186203), Route carried "under" structure: Interstate 710, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 240,000 (year 2017), Truck Traffic: 13%, Features Intersected: ROUTE 710, Facility Carried by Structure: ROSECRANS AVE
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 14.980, Lanes on structure: 6, Lanes under structure: 13, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.1m (134.8ft)
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Structure Number: 53 0824, Location: 07-LA-710-14.98-PRM (Lat: 33.903481, Lng: -118.186203), Route carried "under" structure: Ramp Interstate 710, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 6,700 (year 2015), Truck Traffic: 2%, Features Intersected: ROUTE 710, Facility Carried by Structure: ROSECRANS AVE
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 14.980, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.1m (134.8ft)
Structure Number: 53 0824, Location: 07-LA-710-14.98-PRM (Lat: 33.903481, Lng: -118.186203), Route carried "under" structure: Ramp Interstate 710, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 6,700 (year 2015), Truck Traffic: 2%, Features Intersected: ROUTE 710, Facility Carried by Structure: ROSECRANS AVE
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 14.980, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.1m (134.8ft)
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Structure Number: 53 2419, Location: 07-LA-105-R13.47-PRM (Lat: 33.912808, Lng: -118.180892), Route carried "under" structure: Ramp Interstate 710, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 22,700 (year 2010), Truck Traffic: 13%, Features Intersected: W105-S710 CONN, Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 15.690, Lanes on structure: 10, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.1m (157.8ft)
Structure Number: 53 2419, Location: 07-LA-105-R13.47-PRM (Lat: 33.912808, Lng: -118.180892), Route carried "under" structure: Ramp Interstate 710, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 22,700 (year 2010), Truck Traffic: 13%, Features Intersected: W105-S710 CONN, Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 15.690, Lanes on structure: 10, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.1m (157.8ft)
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Structure Number: 53 2419, Location: 07-LA-105-R13.47-PRM (Lat: 33.912808, Lng: -118.180892), Route carried "under" structure: Interstate 710, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 221,500 (year 2010), Truck Traffic: 13%, Features Intersected: W105-S710 CONN, Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 15.690, Lanes on structure: 10, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.1m (157.8ft)
Structure Number: 53 2419, Location: 07-LA-105-R13.47-PRM (Lat: 33.912808, Lng: -118.180892), Route carried "under" structure: Interstate 710, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 221,500 (year 2010), Truck Traffic: 13%, Features Intersected: W105-S710 CONN, Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 15.690, Lanes on structure: 10, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.1m (157.8ft)
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Structure Number: 53 2419, Location: 07-LA-105-R13.47-PRM (Lat: 33.912808, Lng: -118.180892), Route carried "under" structure: Ramp Interstate 710, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 22,700 (year 2010), Truck Traffic: 13%, Features Intersected: W105-S710 CONN, Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 15.690, Lanes on structure: 10, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.1m (157.8ft)
Structure Number: 53 2419, Location: 07-LA-105-R13.47-PRM (Lat: 33.912808, Lng: -118.180892), Route carried "under" structure: Ramp Interstate 710, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 22,700 (year 2010), Truck Traffic: 13%, Features Intersected: W105-S710 CONN, Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 15.690, Lanes on structure: 10, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.1m (157.8ft)
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Structure Number: 53 2421K, Location: 07-LA-105-R13.83-PRM (Lat: 33.911564, Lng: -118.174617), Route carried "under" structure: Ramp State highway 710, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 31,200 (year 2010), Truck Traffic: 2%, Features Intersected: W105-N&S 710 CONN, Facility Carried by Structure: GARFIELD-W105 ONRA
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 13.830, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 56.4m (185.0ft)
Structure Number: 53 2421K, Location: 07-LA-105-R13.83-PRM (Lat: 33.911564, Lng: -118.174617), Route carried "under" structure: Ramp State highway 710, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 31,200 (year 2010), Truck Traffic: 2%, Features Intersected: W105-N&S 710 CONN, Facility Carried by Structure: GARFIELD-W105 ONRA
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 13.830, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 56.4m (185.0ft)
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Structure Number: 53 2423, Location: 07-LA-105-R14.13-PRM (Lat: 33.910694, Lng: -118.168806), Route carried "under" structure: Interstate 105, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 201,050 (year 2010), Truck Traffic: 9%, Features Intersected: ROUTE 105, LRT, Facility Carried by Structure: GARFIELD AVE
Minimum Vertical Clearance: 6.22m (20.41ft), Kilometerpoint: 14.130, Lanes on structure: 6, Lanes under structure: 12, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 49.7m (163.1ft)
Structure Number: 53 2423, Location: 07-LA-105-R14.13-PRM (Lat: 33.910694, Lng: -118.168806), Route carried "under" structure: Interstate 105, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 201,050 (year 2010), Truck Traffic: 9%, Features Intersected: ROUTE 105, LRT, Facility Carried by Structure: GARFIELD AVE
Minimum Vertical Clearance: 6.22m (20.41ft), Kilometerpoint: 14.130, Lanes on structure: 6, Lanes under structure: 12, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 49.7m (163.1ft)
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Structure Number: 53 2424, Location: 07-LA-105-R14.34-PRM (Lat: 33.910842, Lng: -118.165233), Route carried "under" structure: Interstate 105, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 201,040 (year 2010), Truck Traffic: 9%, Features Intersected: ROUTE 105, LRT, SOMERSET, Facility Carried by Structure: FACADE AVE
Minimum Vertical Clearance: 7.52m (24.67ft), Kilometerpoint: 14.340, Lanes on structure: 2, Lanes under structure: 12, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.7m (120.4ft)
Structure Number: 53 2424, Location: 07-LA-105-R14.34-PRM (Lat: 33.910842, Lng: -118.165233), Route carried "under" structure: Interstate 105, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 201,040 (year 2010), Truck Traffic: 9%, Features Intersected: ROUTE 105, LRT, SOMERSET, Facility Carried by Structure: FACADE AVE
Minimum Vertical Clearance: 7.52m (24.67ft), Kilometerpoint: 14.340, Lanes on structure: 2, Lanes under structure: 12, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.7m (120.4ft)
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Structure Number: 53 2426, Location: 07-LA-105-R14.43-PRM (Lat: 33.911014, Lng: -118.163789), Route carried "under" structure: Interstate 105, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 201,000 (year 2009), Truck Traffic: 9%, Features Intersected: ROUTE 105, LRT, SOMERSET, Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 14.430, Lanes under structure: 12, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 35.8m (117.5ft)
Structure Number: 53 2426, Location: 07-LA-105-R14.43-PRM (Lat: 33.911014, Lng: -118.163789), Route carried "under" structure: Interstate 105, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 201,000 (year 2009), Truck Traffic: 9%, Features Intersected: ROUTE 105, LRT, SOMERSET, Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 14.430, Lanes under structure: 12, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 35.8m (117.5ft)
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Structure Number: 53 2427, Location: 07-LA-105-R14.38-PRM (Lat: 33.912150, Lng: -118.164606), Route carried "under" structure: State highway 105, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 220,000 (year 2006), Truck Traffic: 3%, Features Intersected: ROUTE 105, LRT, SOMERSET, Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 6.99m (22.93ft), Kilometerpoint: 14.380, Lanes under structure: 12, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 53 2427, Location: 07-LA-105-R14.38-PRM (Lat: 33.912150, Lng: -118.164606), Route carried "under" structure: State highway 105, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 220,000 (year 2006), Truck Traffic: 3%, Features Intersected: ROUTE 105, LRT, SOMERSET, Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 6.99m (22.93ft), Kilometerpoint: 14.380, Lanes under structure: 12, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 53 2428, Location: 07-LA-105-R14.95-PRM (Lat: 33.911903, Lng: -118.155072), Route carried "under" structure: Ramp Interstate 105, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 800 (year 2006), Truck Traffic: 1%, Features Intersected: ROUTE 105, LRT, RAMPS, Facility Carried by Structure: MERKEL AVENUE
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 14.950, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 61.6m (202.1ft)
Structure Number: 53 2428, Location: 07-LA-105-R14.95-PRM (Lat: 33.911903, Lng: -118.155072), Route carried "under" structure: Ramp Interstate 105, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 800 (year 2006), Truck Traffic: 1%, Features Intersected: ROUTE 105, LRT, RAMPS, Facility Carried by Structure: MERKEL AVENUE
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 14.950, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 61.6m (202.1ft)
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Structure Number: 53 2428, Location: 07-LA-105-R14.95-PRM (Lat: 33.911903, Lng: -118.155072), Route carried "under" structure: Ramp Interstate 105, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 750 (year 2006), Truck Traffic: 1%, Features Intersected: ROUTE 105, LRT, RAMPS, Facility Carried by Structure: MERKEL AVENUE
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 14.950, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 61.6m (202.1ft)
Structure Number: 53 2428, Location: 07-LA-105-R14.95-PRM (Lat: 33.911903, Lng: -118.155072), Route carried "under" structure: Ramp Interstate 105, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 750 (year 2006), Truck Traffic: 1%, Features Intersected: ROUTE 105, LRT, RAMPS, Facility Carried by Structure: MERKEL AVENUE
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 14.950, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 61.6m (202.1ft)
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Structure Number: 53 2428, Location: 07-LA-105-R14.95-PRM (Lat: 33.911903, Lng: -118.155072), Route carried "under" structure: Interstate 105, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 201,000 (year 2009), Truck Traffic: 9%, Features Intersected: ROUTE 105, LRT, RAMPS, Facility Carried by Structure: MERKEL AVENUE
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 14.950, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 61.6m (202.1ft)
Structure Number: 53 2428, Location: 07-LA-105-R14.95-PRM (Lat: 33.911903, Lng: -118.155072), Route carried "under" structure: Interstate 105, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 201,000 (year 2009), Truck Traffic: 9%, Features Intersected: ROUTE 105, LRT, RAMPS, Facility Carried by Structure: MERKEL AVENUE
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 14.950, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 61.6m (202.1ft)
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Structure Number: 53 2429, Location: 07-LA-105-R15.09-PRM (Lat: 33.912272, Lng: -118.152225), Route carried "under" structure: Interstate 105, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 201,000 (year 2009), Truck Traffic: 9%, Features Intersected: ROUTE 105, LRT, Facility Carried by Structure: DOWNEY AVE
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 15.090, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 53 2429, Location: 07-LA-105-R15.09-PRM (Lat: 33.912272, Lng: -118.152225), Route carried "under" structure: Interstate 105, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 201,000 (year 2009), Truck Traffic: 9%, Features Intersected: ROUTE 105, LRT, Facility Carried by Structure: DOWNEY AVE
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 15.090, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.4m (126.0ft)