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Bridge Statistics for Santee, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Santee, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 32 Total length: 521 meters (1,709ft) Total costs: $2,048,000 Total average daily traffic: 588,640 Total average daily truck traffic: 15,581 National Bridge Inventory (NBI) Registered Bridges for Santee
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 57 0427L, Location: 11-SD-067-R2.67-SNT (Lat: 32.841717, Lng: -116.961517), Route carried "on" structure: State highway 67, Year Built: 1963, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 27,500 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 41,080 (year 2028), Design Load: HS 20, Features Intersected: WOODSIDE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.670, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 57 0427R, Location: 11-SD-067-R2.67-SNT (Lat: 32.841583, Lng: -116.961183), Route carried "on" structure: State highway 67, Year Built: 1963, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 27,500 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 41,080 (year 2028), Design Load: HS 20, Features Intersected: WOODSIDE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.670, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 57 0461, Location: 11-SD-067-R1.94-SNT (Lat: 32.831100, Lng: -116.961850), Route carried "on" structure: County highway S424, Year Built: 1963, Year Reconstructed: 1981, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 19,200 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 16,431 (year 2028), Design Load: HS 20, Features Intersected: STATE ROUTE 67, Facility Carried by Structure: PROSPECT 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: 18.0m (59.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.5 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $1,365,000, Roadway Improvement Cost: $137,000, Total Project Cost: $2,048,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57 0983L, Location: 11-SD-052-13.8-SNT (Lat: 32.838333, Lng: -117.016667), Route carried "on" structure: State highway 52, Year Built: 1993, Status: Open, Structure Length: 63.25m (207.51ft), Average Daily Traffic: 37,000 (year 2000), Truck Traffic: 3%, Average Future Daily Traffic: 51,520 (year 2029), Design Load: HS 20+Mod, Features Intersected: MAST BL, SAN DIEGO RIV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.800, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 11, Length of Maximum Span: 68.6m (225.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 59.9 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 57 0983R, Location: 11-SD-052-13.8-SNT (Lat: 32.838333, Lng: -117.016667), Route carried "on" structure: State highway 52, Year Built: 1993, Status: Open, Structure Length: 54.83m (179.89ft), Average Daily Traffic: 37,000 (year 2000), Truck Traffic: 3%, Average Future Daily Traffic: 51,520 (year 2029), Design Load: HS 20+Mod, Features Intersected: MAST BLVD, SAN DIEGO RIV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.800, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 10, Length of Maximum Span: 68.6m (225.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 59.9 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 57 1024G, Location: 11-SD-052-15.16-SNT (Lat: 32.833333, Lng: -117.003611), Route carried "on" structure: Ramp State highway 52, Year Built: 1998, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 20,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 30,912 (year 2029), Design Load: HS 20+Mod, Features Intersected: PROSPECT AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.160, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57 1024L, Location: 11-SD-125-21.92-SNT (Lat: 32.833269, Lng: -117.003436), Route carried "on" structure: State highway 125, Year Built: 1998, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 19,500 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 30,912 (year 2029), Design Load: HS 20+Mod, Features Intersected: PROSPECT AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.920, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), 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: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57 1024R, Location: 11-SD-125-21.92-SNT (Lat: 32.833333, Lng: -117.003119), Route carried "on" structure: State highway 125, Year Built: 1998, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 19,500 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 30,912 (year 2029), Design Load: HS 20+Mod, Features Intersected: PROSPECT AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.920, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), 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: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57 1025F, Location: 11-SD-125-22.09-SNT (Lat: 32.836533, Lng: -117.004036), Route carried "on" structure: Ramp State highway 125, Year Built: 1998, Status: Open, Structure Length: 40.65m (133.37ft), Average Daily Traffic: 1,000 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 3,606 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR 125, MISSION GORGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.090, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 10, Length of Maximum Span: 50.7m (166.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57 1026G, Location: 11-SD-052-14.88-SNT (Lat: 32.841667, Lng: -117.003611), Route carried "on" structure: Ramp State highway 52, Year Built: 1998, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 20,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 30,912 (year 2029), Design Load: HS 20+Mod, Features Intersected: MISSION GORGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.880, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.3m (132.2ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57 1117G, Location: 11-SD-125-21.92-SNT (Lat: 32.833400, Lng: -117.002847), Route carried "on" structure: Ramp State highway 125, Year Built: 1998, Status: Open, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 1,000 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 3,606 (year 2029), Design Load: HS 20+Mod, Features Intersected: PROSPECT AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.920, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.6m (54.5ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 49.3m (161.7ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57C0166, Location: 2 MI W OF RTE 67 (Lat: 32.838611, Lng: -116.996944), Route carried "on" structure: City street S134, Year Built: 1960, Year Reconstructed: 1975, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 30,000 (year 1991), Truck Traffic: 2%, Average Future Daily Traffic: 36,914 (year 2029), Design Load: HS 20, Features Intersected: FORESTER CREEK, Facility Carried by Structure: MISSION GORGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 27.1m (88.9ft), Out-to-Out Width: 31.2m (102.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 57C0327, Location: 0.5 MI N OF MISSION GORGE (Lat: 32.850000, Lng: -116.983889), Route carried "on" structure: City street S166, Year Built: 1974, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 10,000 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 12,572 (year 2029), Design Load: HS 20, Features Intersected: SAN DIEGO RIVER, Facility Carried by Structure: CUYAMACA ST. 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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 57C0398, Location: 1.1 MI E OF MAST BLVD. (Lat: 32.844444, Lng: -117.005833), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 1977, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 10,000 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 12,489 (year 2029), Design Load: HS 20, Features Intersected: SYCAMORE CREEK, Facility Carried by Structure: CARLTON OAKS DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 57C0402, Location: 0.1 MI N PROSPECT AVE (Lat: 32.835556, Lng: -116.992778), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 2,000 (year 1991), Truck Traffic: 2%, Average Future Daily Traffic: 2,593 (year 2026), Design Load: HS 20, Features Intersected: FORESTER CREEK, Facility Carried by Structure: ATLAS VIEW DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 57C0417, Location: 0.55 MI N MISSION GORGE R (Lat: 32.847778, Lng: -116.968889), Route carried "on" structure: City street S299, Year Built: 1978, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 15,000 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 17,811 (year 2029), Design Load: HS 20, Features Intersected: SAN DIEGO RIVER, Facility Carried by Structure: MAGNOLIA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57C0523, Location: 0.2 MI N/ MISSION GORGE (Lat: 32.842778, Lng: -116.996944), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 15,000 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 17,811 (year 2029), Design Load: HS 20, Features Intersected: SAN DIEGO RIVER, Facility Carried by Structure: CARLTON HILL BLVD 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: 12, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 57C0533, Location: 0.1 MI W CUYAMACA ST (Lat: 32.831667, Lng: -116.985833), Route carried "on" structure: City street S424, Year Built: 1970, Year Reconstructed: 1987, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 12,000 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 15,716 (year 2029), Design Load: HS 20, Features Intersected: FORESTER CREEK, Facility Carried by Structure: PROSPECT AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 23.8m (78.1ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 57C0538, Location: 50 m Easterly Fanita Dr., (Lat: 32.833889, Lng: -117.000000), Route carried "on" structure: City street S424, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 12,000 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 15,716 (year 2029), Design Load: HS 20, Features Intersected: FANITA CREEK, Facility Carried by Structure: PROSPECT AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, 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: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: October 2007 Find on map >>
Structure Number: 57C0728, Location: 1 MI E WEST HILLS PKWY (Lat: 32.849778, Lng: -117.005972), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 25.80m (84.65ft), Average Daily Traffic: 9,800 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 11,998 (year 2029), Design Load: HS 20+Mod, Features Intersected: SANTEE LAKE #2, Facility Carried by Structure: MAST BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 29.9m (98.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.0 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2007, Underwater Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 57 0427L, Location: 11-SD-067-R2.67-SNT (Lat: 32.841717, Lng: -116.961517), Route carried "under" structure: County highway S300, Year Built: 1963, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 14,400 (year 2000), Truck Traffic: 2%, Features Intersected: WOODSIDE AVE, Facility Carried by Structure: ROUTE 67 SB Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 13.4m (44.0ft) Find on map >>
Structure Number: 57 0427R, Location: 11-SD-067-R2.67-SNT (Lat: 32.841583, Lng: -116.961183), Route carried "under" structure: County highway S300, Year Built: 1963, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 14,400 (year 2000), Truck Traffic: 2%, Features Intersected: WOODSIDE AVE, Facility Carried by Structure: ROUTE 67 NB Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 13.4m (44.0ft) Find on map >>
Structure Number: 57 0461, Location: 11-SD-067-R1.94-SNT (Lat: 32.831100, Lng: -116.961850), Route carried "under" structure: State highway 67, Year Built: 1963, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 80,000 (year 1998), Truck Traffic: 7%, Features Intersected: STATE ROUTE 67, Facility Carried by Structure: PROSPECT AVE Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.194, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 57 0983L, Location: 11-SD-052-13.8-SNT (Lat: 32.838333, Lng: -117.016667), Route carried "under" structure: City street , Year Built: 1993, Structure Length: 63.25m (207.51ft), Average Daily Traffic: 3,720 (year 2000), Truck Traffic: 1%, Features Intersected: MAST BL, SAN DIEGO RIV, Facility Carried by Structure: STATE ROUTE 52 Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 68.6m (225.1ft) Find on map >>
Structure Number: 57 0983R, Location: 11-SD-052-13.8-SNT (Lat: 32.838333, Lng: -117.016667), Route carried "under" structure: City street , Year Built: 1993, Structure Length: 54.83m (179.89ft), Average Daily Traffic: 3,720 (year 2000), Truck Traffic: 1%, Features Intersected: MAST BLVD, SAN DIEGO RIV, Facility Carried by Structure: SR 52 Minimum Vertical Clearance: 6.25m (20.51ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 68.6m (225.1ft) Find on map >>
Structure Number: 57 1024G, Location: 11-SD-052-15.16-SNT (Lat: 32.833333, Lng: -117.003611), Route carried "under" structure: City street , Year Built: 1998, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 5,390 (year 2000), Truck Traffic: 1%, Features Intersected: PROSPECT AVENUE, Facility Carried by Structure: E52-S125 CONNECTOR Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 42.7m (140.1ft) Find on map >>
Structure Number: 57 1024L, Location: 11-SD-125-21.92-SNT (Lat: 32.833269, Lng: -117.003436), Route carried "under" structure: City street , Year Built: 1998, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 5,390 (year 2003), Truck Traffic: 1%, Features Intersected: PROSPECT AVENUE, Facility Carried by Structure: STATE ROUTE 125 SB Minimum Vertical Clearance: 7.24m (23.75ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft) Find on map >>
Structure Number: 57 1024R, Location: 11-SD-125-21.92-SNT (Lat: 32.833333, Lng: -117.003119), Route carried "under" structure: City street , Year Built: 1998, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 5,390 (year 2003), Truck Traffic: 1%, Features Intersected: PROSPECT AVENUE, Facility Carried by Structure: STATE ROUTE 125 NB Minimum Vertical Clearance: 5.34m (17.52ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft) Find on map >>
Structure Number: 57 1025F, Location: 11-SD-125-22.09-SNT (Lat: 32.836533, Lng: -117.004036), Route carried "under" structure: State highway 125, Year Built: 1998, Structure Length: 40.65m (133.37ft), Average Daily Traffic: 39,000 (year 2003), Truck Traffic: 1%, Features Intersected: SR 125, MISSION GORGE RD Minimum Vertical Clearance: 0.76m (2.49ft), Kilometerpoint: 2.209, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.7m (166.3ft) Find on map >>
Structure Number: 57 1025F, Location: 11-SD-125-22.09-SNT (Lat: 32.836533, Lng: -117.004036), Route carried "under" structure: City street , Year Built: 1998, Structure Length: 40.65m (133.37ft), Average Daily Traffic: 44,500 (year 2001), Truck Traffic: 1%, Features Intersected: SR 125, MISSION GORGE RD, Facility Carried by Structure: N125-W52 CONNECTOR Minimum Vertical Clearance: 0.76m (2.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.7m (166.3ft) Find on map >>
Structure Number: 57 1026G, Location: 11-SD-052-14.88-SNT (Lat: 32.841667, Lng: -117.003611), Route carried "under" structure: City street , Year Built: 1998, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 22,340 (year 2000), Truck Traffic: 3%, Features Intersected: MISSION GORGE RD, Facility Carried by Structure: E52-S125 CONNECTOR Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 40.3m (132.2ft) Find on map >>
Structure Number: 57 1117G, Location: 11-SD-125-21.92-SNT (Lat: 32.833400, Lng: -117.002847), Route carried "under" structure: City street , Year Built: 1998, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 5,390 (year 2003), Truck Traffic: 1%, Features Intersected: PROSPECT AVENUE, Facility Carried by Structure: N125-E&W52 CONNCTR Minimum Vertical Clearance: 6.25m (20.51ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 49.3m (161.7ft) Discuss this city on our hugely popular California forum Back to: Santee, CA, California, All US cities.
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