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

Find on map >>

Structure Number: 56 0651,  Location: 08-RIV-215-R12.51-MRTA (Lat: 33.598333,  Lng: -117.173333),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 6,800 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,477 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 215,  Facility Carried by Structure: CLINTON KEITH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 56 0658,  Location: 08-RIV-215-R9.51-MRTA (Lat: 33.556667,  Lng: -117.180000),  Route carried "on" structure: County highway ,  Year Built: 1977,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 6,720 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,477 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 215,  Facility Carried by Structure: MURRIETA HOT SPR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 82.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 56 0659,  Location: 08-RIV-215-R10.65-MRTA (Lat: 33.573333,  Lng: -117.180000),  Route carried "on" structure: County highway W560,  Year Built: 1979,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 7,180 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,477 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 215,  Facility Carried by Structure: LOS ALAMOS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 4,  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: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 72.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2009,  Bridge Improvement Cost: $2,198,000,  Roadway Improvement Cost: $439,000,  Total Project Cost: $3,692,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 56 0702F,  Location: 08-RIV-215-R8.94-MRTA (Lat: 33.548333,  Lng: -117.180000),  Route carried "on" structure: Ramp Interstate 215,  Year Built: 1977,  Status: Open,  Structure Length: 16.28m (53.41ft),  Average Daily Traffic: 18,100 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,382 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.940,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 59.7m (195.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 52.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 56C0162,  Location: 0.2 MI. NW/O GUAVA STREET (Lat: 33.543056,  Lng: -117.202306),  Route carried "on" structure: City street W557,  Year Built: 1939,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 1,800 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,182 (year 2029),  Design Load: H 15,  Features Intersected: MURRIETA CREEK,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Very good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Bridge Improvement Cost: $1,005,000,  Roadway Improvement Cost: $201,000,  Total Project Cost: $1,688,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 56C0164,  Location: 0.2 MI SW/O WASH AVENUE (Lat: 33.538472,  Lng: -117.202000),  Route carried "on" structure: City street Z833,  Year Built: 1988,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 500 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 516 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: DE LUZ CREEK,  Facility Carried by Structure: GUAVA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 10,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 56C0228,  Location: 1.1 MI. NW/O WINCHESTER (Lat: 33.532139,  Lng: -117.177722),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 4,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,170 (year 2028),  Design Load: HS 20,  Features Intersected: WARM SPRINGS CREEK,  Facility Carried by Structure: JEFFERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  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: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 10,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 56C0229,  Location: 0.9 MI. E/O ROUTE 215 FWY (Lat: 33.555000,  Lng: -117.165833),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 18,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,094 (year 2029),  Design Load: HS 20,  Features Intersected: WARM SPRINGS CREEK,  Facility Carried by Structure: MURRIETA HOT SP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.8 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,  Length Of Structure Improvement: 3.02m (9.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Bridge Improvement Cost: $432,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $725,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 56C0288,  Location: 0.45 MI S/O WASHINGTON AV (Lat: 33.550111,  Lng: -117.220861),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 200 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 258 (year 2028),  Design Load: HS 20,  Features Intersected: MURRIETA CREEK,  Facility Carried by Structure: 'B' STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 10,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 56C041,  Location: 0.1 MI S/O CORNING PLACE (Lat: 33.529611,  Lng: -117.181806),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 2.76m (9.06ft),  Average Daily Traffic: 2,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,107 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: WARM SPRINGS CREEK,  Facility Carried by Structure: ADAMS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.0m (88.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 10,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 56C0438,  Location: 0.1 MI SW/O GRAND AVENUE (Lat: 33.581667,  Lng: -117.256667),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 3,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,202 (year 2028),  Design Load: HS 20,  Features Intersected: SLAUGHTERHOUSE CREEK,  Facility Carried by Structure: CLINTON KEITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.7m (74.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.4m (14.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 22.7m (74.5ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 10

Find on map >>

Structure Number: 56C0475,  Location: 0.4 MI S/O MRTA HT SPS RD (Lat: 33.545972,  Lng: -117.193694),  Route carried "on" structure: City street ,  Year Built: 1996,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 1,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,054 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: YODER WASH,  Facility Carried by Structure: JEFFERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.0m (65.6ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 10

Find on map >>

Structure Number: 56C0477,  Location: 0.1 MI NW/O KALMIA STREET (Lat: 33.560417,  Lng: -117.215278),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 500 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,028 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: DRAINAGE LINE F,  Facility Carried by Structure: ADAMS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable 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 48 months,  Inspection Date: March 10

Find on map >>

Structure Number: 56C0478,  Location: 0.1 MI NW/O KALMIA STREET (Lat: 33.562167,  Lng: -117.211444),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 500 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,028 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: DRAINAGE LINE F,  Facility Carried by Structure: JEFFERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb-To-Curb Width: 12.2m (40.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 10

Find on map >>

Structure Number: 56C048,  Location: 0.5 m SW/O Washington Av (Lat: 33.569528,  Lng: -117.241417),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 1,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,061 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: MURRIETA CREEK,  Facility Carried by Structure: CALLE DEL OSO ORO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 56C049,  Location: 0.3 mi S/o Murrta Hot Sps (Lat: 33.546667,  Lng: -117.195000),  Route carried "on" structure: City street ,  Year Built: 1996,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,054 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: NORTH FORK YODER WASH,  Facility Carried by Structure: JEFFERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 22 degrees,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.7m (5.6ft),  Curb-To-Curb Width: 24.4m (80.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 10

Find on map >>

Structure Number: 56C0491,  Location: 0.1 MI. NW/O KALMIA ST. (Lat: 33.557306,  Lng: -117.218000),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,107 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: DRAINAGE LINE F,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 10

Find on map >>

Structure Number: 56C0492,  Location: 50' SE/o Calle del Oso Or (Lat: 33.572583,  Lng: -117.234417),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,107 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: DRAINAGE LINE G,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.7m (64.6ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 10

Find on map >>

Structure Number: 56 0651,  Location: 08-RIV-215-R12.51-MRTA (Lat: 33.598333,  Lng: -117.173333),  Route carried "under" structure: State highway 215,  Year Built: 1979,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 63,000 (year 2000),  Truck Traffic: 5%,  Features Intersected: ROUTE 215,  Facility Carried by Structure: CLINTON KEITH RD
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 1.251,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

Find on map >>

Structure Number: 56 0658,  Location: 08-RIV-215-R9.51-MRTA (Lat: 33.556667,  Lng: -117.180000),  Route carried "under" structure: State highway 215,  Year Built: 1977,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 63,000 (year 2000),  Truck Traffic: 5%,  Features Intersected: ROUTE 215,  Facility Carried by Structure: MURRIETA HOT SPR
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 0.951,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.7m (149.9ft)

Find on map >>

Structure Number: 56 0659,  Location: 08-RIV-215-R10.65-MRTA (Lat: 33.573333,  Lng: -117.180000),  Route carried "under" structure: State highway 215,  Year Built: 1979,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 63,000 (year 2000),  Truck Traffic: 5%,  Features Intersected: ROUTE 215,  Facility Carried by Structure: LOS ALAMOS RD
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 1.065,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.2m (99.1ft)

Find on map >>

Structure Number: 56 0702F,  Location: 08-RIV-215-R8.94-MRTA (Lat: 33.548333,  Lng: -117.180000),  Route carried "under" structure: Interstate 15,  Year Built: 1977,  Structure Length: 16.28m (53.41ft),  Average Daily Traffic: 114,000 (year 2000),  Truck Traffic: 15%,  Features Intersected: ROUTE 15
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.874,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 59.7m (195.9ft)