Loading...
1629 Maritime Oaks Dr Compaction test results milimmin Page 1 • FE Field Compaction Summary, ASTM D6938 Project No: 35:33158 Project Name: 1629 Maritime Oaks Drive Date: 6/2/2022 ECS Florida, LLC Client: Riverside Homes Test Method ASTM D6938 Nuclear Gauge No. 17 Contractor: Riverside Homes Make Instrotek Density Std 0 Model 3500 Moisture Std 0 Technician: Austin Taylor Sager Ser. No. 524 Sample No. Description Proctor Method Uncorrected Max. Uncorrected Optimum _ Density Moisture Content 158782 Brown Fine Sand, trace Silt ASTM D1557 103.2 13.1 Corrected Probe Corrected Optimum Wet Dry Moisture Percent /° Test Lot Test Station/ Lift/ Sample Depth Max. Moisture Density Density Content Comp. P/F Comments No. No. Mode (in ) Location Elev No. Oversize Density Content (pcf) (pcf) (%) (%) (%) 1 DT 12 Lot Fill, South End 1st Lift 158782 0.00 103.2 13.1 112.4 100.3 -12.1 '97.2 P 2 DT 12 Northeast Corner Pad 158782 0.00 103.2 -13.1 114.0 101.2 ` 12.6 98.1 P 3 DT 12 Southwest Corner Pad 158782 0.00 103.2 13.1 114.8 102.6 11.9 99.4 P 4 DT 12 Center Pad '158782 0.00 103.2 13.1 113.5 101.0 12.4 97.9 P 5 DT 12 West Footing FTG 158782 0.00 103.2 13.1 115.7 103.3 12.0 100.1 P 6 DT 12 East Footing FTG 158782 0.00 103.2 13.1 115.2 103.0 ' 11.8 '99.8 P Test Mode: DT = Direct Transmission BS = Back Scatter Transmittal Page 3/3 WO: 158783