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Bridge Statistics for Elk Grove, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Elk Grove, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 16 Total length: 74 meters (243ft) Total costs: $7,277,000 Total average daily traffic: 176,885 Total average daily truck traffic: 14,147 Total future (year 2028) average daily traffic: 282,509 National Bridge Inventory (NBI) Registered Bridges for Elk Grove
Bridge Condition - Deck Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 24C0018, Location: 0.4 MI SW CALVINE RD (Lat: 38.448889, Lng: -121.280000), Route carried "on" structure: County highway V565, Year Built: 1939, Year Reconstructed: 1990, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 12,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 18,547 (year 2029), Design Load: H 15, Features Intersected: EAST BRANCH LAGUNA CREEK, Facility Carried by Structure: GRANT LINE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C005, Location: 0.9 MI N OF ELK GROVE BL (Lat: 38.421944, Lng: -121.370833), Route carried "on" structure: County highway F038, Year Built: 1947, Year Reconstructed: 1993, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 23,500 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 26,402 (year 2029), Design Load: HS 20, Features Intersected: LAGUNA CREEK, Facility Carried by Structure: ELK GROVE-FLORIN R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 27.0m (88.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $316,000, Roadway Improvement Cost: $32,000, Total Project Cost: $474,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0051, Location: 0.3 MI S ELK GROVE BLVD (Lat: 38.403333, Lng: -121.371667), Route carried "on" structure: County highway F038, Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 23,500 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 26,402 (year 2029), Design Load: H 15, Features Intersected: ELK GROVE CREEK, Facility Carried by Structure: ELK GRVE-FLORIN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), 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: 20.0m (65.6ft) Condition: Channel: Excellent, Culverts: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2007 Find on map >>
Structure Number: 24C0079, Location: 1.0 MI E GRANT LINE RD (Lat: 38.421944, Lng: -121.287778), Route carried "on" structure: County highway V566, Year Built: 1993, Status: Open, Structure Length: 29.35m (96.29ft), Average Daily Traffic: 11,000 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 16,486 (year 2029), Design Load: HS 20+Mod, Features Intersected: DEER CREEK, Facility Carried by Structure: WILTON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 40, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Good, 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 29.35m (96.29ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2007, Bridge Improvement Cost: $3,381,000, Roadway Improvement Cost: $338,000, Total Project Cost: $5,072,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 24C0087, Location: 0.5 MI N OF LAGUNA BLVD (Lat: 38.430361, Lng: -121.398833), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 755 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 1,966 (year 2028), Design Load: HS 20, Features Intersected: LAGUNA CREEK, Facility Carried by Structure: W STOCKTON BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $377,000, Roadway Improvement Cost: $38,000, Total Project Cost: $566,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0158, Location: 0.2 MI S ELK GROVE BLVD (Lat: 38.406944, Lng: -121.450000), Route carried "on" structure: County highway F076, Year Built: 2003, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 6,440 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 7,805 (year 2028), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: FRANKLIN BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 26.0m (85.3ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.8m (9.2ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 26.0m (85.3ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.1 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2006, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $211,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0193, Location: 0.5 MI EAST OF S.R. 99 (Lat: 38.408889, Lng: -121.377778), Route carried "on" structure: County highway V567, Year Built: 1976, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 26,170 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 74,072 (year 2029), Design Load: HS 20, Features Intersected: ELK GROVE CREEK, Facility Carried by Structure: ELK GROVE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 27.0m (88.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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 48 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0248, Location: 0.4 MI N SHELDON RD (Lat: 38.443889, Lng: -121.325000), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,180 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 1,442 (year 2029), Design Load: HS 20+Mod, Features Intersected: EAST BRANCH LAGUNA CREEK, Facility Carried by Structure: BADER RD 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), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: 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: 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: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 24C0285, Location: EAST WATERMAN RD (Lat: 38.423889, Lng: -121.351667), Route carried "on" structure: County highway , Year Built: 1981, Year Reconstructed: 2005, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 4,720 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 6,182 (year 2029), Design Load: HS 20, Features Intersected: LAGUNA CREEK, Facility Carried by Structure: BOND RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 33.8m (110.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 28.4m (93.2ft), Out-to-Out Width: 33.8m (110.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0286, Location: SOUTH OF BOND RD (Lat: 38.423889, Lng: -121.352778), Route carried "on" structure: County highway , Year Built: 1981, Year Reconstructed: 2005, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 650 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 1,237 (year 2029), Design Load: HS 20, Features Intersected: LAGUNA CREEK, Facility Carried by Structure: WATERMAN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0308, Location: BRADSHAW RD & SHELDON RD (Lat: 38.437778, Lng: -121.335000), Route carried "on" structure: Business County highway F075, Year Built: 1940, Year Reconstructed: 1970, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 10,000 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 15,456 (year 2029), Features Intersected: E BRANCH LAGUNA CREEK, Facility Carried by Structure: BRADSHAW & SHELDON Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 27.5 metric tons, Inventory Rating: 20.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $48,000, Total Project Cost: $725,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C038, Location: 0.18 MI W ELK GR FLORIN R (Lat: 38.423889, Lng: -121.375000), Route carried "on" structure: County highway G326, Year Built: 1972, Year Reconstructed: 2005, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 17,400 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 28,288 (year 2029), Design Load: HS 20, Features Intersected: LAGUNA CREEK, Facility Carried by Structure: BOND ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.8m (68.2ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 27.0m (88.6ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0381, Location: 0.1 MI N ELK GROVE BLVD (Lat: 38.410833, Lng: -121.383889), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 11,470 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 14,458 (year 2029), Design Load: HS 20, Features Intersected: ELK GROVE CREEK, Facility Carried by Structure: EMERALD VISTA DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), 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: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 2.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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: 24C0405, Location: 0.15 MI S SHELDON RD (Lat: 38.435028, Lng: -121.417750), Route carried "on" structure: County highway , Year Built: 1970, Year Reconstructed: 1998, Status: Open, Structure Length: 7.12m (23.36ft), Average Daily Traffic: 6,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 7,702 (year 2028), Design Load: HS 20, Features Intersected: LAGUNA CREEK, Facility Carried by Structure: BRUCEVILLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 27.6m (90.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0428, Location: 0.2 MI E SHELDON WOODS RD (Lat: 38.440000, Lng: -121.290000), Route carried "on" structure: County highway V565, Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,000 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 20,608 (year 2029), Design Load: HS 20+Mod, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: GRANT LINE RD 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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 53.2 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2007, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $15,000, Total Project Cost: $229,000 Find on map >>
Structure Number: 24C0512, Location: 1.2 M EO ELK GROVE FLORIN (Lat: 38.438056, Lng: -121.348889), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 10,100 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 15,456 (year 2029), Design Load: HS 20, Features Intersected: LAGUNA CREEK, Facility Carried by Structure: SHELDON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.6m (28.2ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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 Discuss this city on our hugely popular California forum Back to: Elk Grove, CA, California, All US cities.
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