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HomeMy WebLinkAboutField Density Report 2 Drilling and Engineering, Inc. FIELD DENSITY TEST REPORT LAB NO: 172066-69 ORDER:#12464 CLIENT: Champion Pools&Spas Inc. DATE: 6/9/2017 PROJECT: Pool Patio 8833 One Putt Place Port St.Lucie,Florida TECH: N.Lajuan TEST NO: LOCATION OF TEST DEPTH(IN) 1.) Approx.North End of Proposed Swimming Pool Patio 0-12 BFP 2.) Approx.East End of Proposed Swimming Pool Patio 0-12 BFP 3.) Approx.South End of Proposed Swimming Pool Patio 0-12 BFP 4.) Approx.West End of Proposed Swimming Pool Patio 0-12 BFP TEST NUMBER: (1) - (2) (3) (4) MOISTURE CONTENT: 7.8% 8.3% 8.9% 7.3% FIELD DENSITY: 104.4 106.5 105.3 106.8 FIELD COMPACTION: 96.0% 97.9% 96.8% 98.2% PERCENT REQUIRED: 95.0% 95.0% 95.0% 95.0% MAXIMUM DRY DENSITY: 108.80 108.80 108.80 108.80 PROCTOR LAB NUMBER: 172065 172065 172065 172065 RespectfullykSubmitted,_-'; D&N.D NG ENGIN GJU C = N 1 2 1011 Florida Regf#28585 1 l4499 S.W. 30th Avenue • Suite#11 • Boynton Beach, FL 33426 J Office: (561) 742-2988 • Fax: (561) 742-2987 ` Website: dndrilling.com • Email: Dan@dndrilling.com I . Drilling and Engineering, Inc. SOILS LABORATORY TEST REPORT PROCTOR ANALYSIS Project: #12464 Test Date: 6/12/2017 Client: Champion Pools & Spas Inc. Sampled By: N.L. Project: Pool Patio Laboratory: #172065 8833 One Putt Place Port St. Lucie, Florida Location: Swimming Pool Patio Back Fill Material Tested By: D.Z. Description: Dark Grayish Tan& Grayish Tan M-F Grained Silica Sand t/Shell Frag. Mold Volume (ft^3)= .0333 Mold Weight(lb) = 10.348 Soil Specific Gravity=2.68 CAN CAN CAN&WET CAN&DRY MOLD&MOIST MOIST WET DRY # WEIGHT SOIL WEIGHT SOIL WEIGHT SOIL WEIGHT CONTENT DENSITY DENSITY (9) (g) (g) (lb) (%) (lb/ft^3) (lb/ft^3) 1.) 54.00 252.60 245.60 13.70 4.65 105.59 100.90 2.) 53.25 350.22 331.20 13.97 6.80 110.97 103.90 3.) 53.32 440.90 409.50 14.13 8.95 116.40 106.85 4.) 54.00 489.00 446.60 14.27 10.40 120.12 108.80 5.) 54.75 422.78 379.20 14.29 13.55 121.73 107.20 6.) 53.80 246.90 218.50 14.19 15.90 119.09 102.75 1499 S.W. 30th Avenue • Suite#11 • Boynton Beach, FL 33426 Office: (561) 742-2988 9 Fax: (561) 742-2987 Website: dndrilling.com • Email: Dan@dndrilling.com Drilling and Engineering, Inc. Compaction Test U 140 1 1 1 1 1 1 r 1 1 ---'- ' ' ------'-Y 130 -------;-------; --- 1 -------1--------,- -------:------- 1 1 1 1 1 1 1 1 I 1 1 1 1 1 is 120 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 e 1 1 I 1 1 n 110 -----' -= ----- '-- ------ 1 I 1 t 1 1 1 1 1 1 1 1 1 1 s 1 1 1 I 1 1 1 100 1 0------1- 1 1 I I 1 1 1 1 1 1 1 1 1 I 1 1 t 9 0 1 1 1 1 1 1 1 1 1 1 Y1 1 1 1 1 1 1 80 -------1 1 I 1 ------ 1 1 1 1 1 1 1 1 t 1 1 I 1 1 1 ------- ------- ------- ---------------!- 1 1 1 1 1 1 1 1 1 C 1 1 1 1 I 1 1 60 1 1 1 1 1 f 0 5 10 15 20 25 30 35 40 Moisture Content[9q Respectfully_Submitted, LING & J UN_.1 2::1011 31� :. _Don rein`°P:E -Florida Reg: #285853 ' 1499`S.W'.30th Avenue • Suite#11 • Boynton Beach, FL 33426 Office: (561) 742-2988 • Fax: (561) 742-2987 Website: dndrilling.com 9 Email: Dan@dndrilling.com