Laserfiche WebLink
Ge'@-L091CiASS0CIATES <br />FIELD DENSITY BONDCONE METHOD <br />Test By: RAJA <br />• <br />Check By: <br />Republic -Forward U WMU FU -13 2013.A055 <br />Client Project Project Number <br />Date <br />6/25/2013 <br />6/26/2013 <br />6/27/2013 <br />6/28/2013 <br />6/28/2013 <br />Test No. <br />SC -1 <br />SC -2 <br />SC -3 <br />SC -4 <br />SC -5 <br />Depth or Lift No. <br />Lift -1 <br />Lift -2 <br />Lift -3 <br />Lift -4 <br />Lift -4 <br />Density Test Location <br />Soil Type or Curve No. <br />FCB -0521-S2 <br />FCB -0521-S2 <br />FCB -0521-S2 <br />FCB -0521-S2 <br />FCL -0614-S2 <br />Maximum Dry Density cf <br />115.7 <br />115.7 <br />115.7 <br />115.7 <br />118.3 <br />Optimum Moisture Content % <br />14.1 <br />14.1 <br />14.1 <br />14.1 <br />13.5 <br />Sand Density /cm <br />1.45 <br />1.45 <br />1.45 <br />1.45 <br />1.45 <br />Volume of Cone cm <br />1055 <br />1055 <br />1055 <br />1055 <br />1055 <br />Weight of Sand in Cone r <br />1529.8 <br />1529.8 <br />1529.8 <br />1529.8 <br />1529.8 <br />DENSITY <br />Tare No. <br />CI <br />CI <br />CI <br />CI <br />CI <br />Tare Weight (g) <br />296.1 <br />296.0 <br />296.0 <br />296.0 <br />296.0 <br />Tare + Wet Soil (g) <br />5499.2 <br />5578.0 <br />5378.9 <br />5591.0 <br />5488.2 <br />Wet Soil Mass (g): <br />5203.1 <br />5282.0 <br />5082.9 <br />5295.0 <br />5192.2 <br />Sand Initial (g) <br />Sand Finall (g) <br />6019.0 <br />798.0 <br />1 6120.0 <br />897.0 <br />6039.0 <br />812.0 <br />6112.0 <br />786.0 <br />6012.0 <br />889.0 <br />Sand Used (Gross) (g) <br />Sand Used (Net) (g)* <br />5221.0 <br />3691.3 <br />5223.0 <br />3693.3 <br />5227.0 <br />3697.3 <br />5326.0 <br />3796.3 <br />5123.0 <br />3593.3 <br />Wet Density- <br />127.5 <br />129.4 <br />124.4 <br />126.2 <br />130.7 <br />WATER CONTENT <br />Tare No. <br />F-15 <br />F-15 <br />F-15 <br />F-15 <br />F-15 <br />Tare mass (g): <br />4.2 <br />4.2 <br />4.2 <br />4.2 <br />4.2 <br />Tare + Wet Soil mass (g): <br />231.5 <br />202.8 <br />216.7 <br />221.9 <br />211.9 <br />Tare + Dry Soil mass (g): <br />Weight of Water (g) <br />Dry Soil mass (g): <br />Water Content (%): <br />194.9 <br />36.60 <br />190.70 <br />19.2% <br />169.9 <br />32.90 <br />165.70 <br />19.9% <br />180.4 <br />1 36.30 <br />1 176.20 <br />20.6% <br />187.3 <br />34.60 <br />183.10 <br />18.9% <br />179.4 <br />32.50 <br />175.20 <br />18.6% <br />Dry Density cf : <br />107.0 <br />108.0 <br />103.1 <br />106.1 <br />110.3 <br />Compaction % <br />92% <br />93% <br />89% <br />92% <br />93% <br />% Compaction Required <br />Nuke wd <br />90% <br />124.5 <br />90% <br />130.1 <br />90% <br />125 <br />90% <br />126.6 <br />90% <br />131.3 <br />Nuke %m <br />18.6 <br />18.3 <br />19.2 <br />18.6 <br />17.9 <br />Notes: Nuke test# <br />CL -14 <br />CL -31 <br />CL -38 <br />CL -58 <br />CL -77 <br />*Sand Used (Net) = Sand Used (Gross) - Weight of Sand in Cone <br />** Wet Density = <br />