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HomeMy WebLinkAboutField Density Test Reportm�. z Drilling and Engineering, Inc. �� •©�'�� FIELD DENSITY TEST REPORT I LAB NO: 177326-29 DATE 11/6/2017 CLIENT: Premeir Pools & Spas Inc. ORDER NO: 12780 E G Csc, C &' I S! ED PROJECT: P011and Residence I 7100 Sebastian Road NOV 16 2017 Fort Pierce, Florida TECH: P.H PERNHI'TING ISt. Lucie County, FL TEST NO: LOCATION OF TEST DEPTH (IN) 1) Approx. East Side of Swimming Pool Patio Area 0-12 BFP 2) Approx. South Side of Swimming Pool Patio Area I 0-12 BFP 3) Approx. West Side of Swimming Pool Patio Area I 0-12 BFP I 4) Approx. North Side of Swimming Pool Patio Area 0-12 BFP i I TESTNUMBER: 1) 2) 3) 4) MOISTURE CONTENT: 9.9% 9.1% 8.7% 8.2% FIELD DENSITY: 107.2 108.9 107.9 109.1 I FIELD COMPACTION: 96.5% 98.1% 97.2% 98.2% I i PERCENT REQUIRED: 95% 95% 95% 95% MAXIMUM DRY DENSITY: 111.05 111.05 111.05 111.05 IPROCTOR LAB NUMBER: 177325 177325 177325 177325 I j Respectfully Sub 'tted, D&N L G& ENG E , INC. NOV 8 - 2017 DojXrpin, P.. Florida Reg. #28585 1499 S.W. 30th Avenue • Suite #11 • Boynton Beach, FL 33426 j Office: (561) 742-2988 • Fax: (561) 742-2987 Website: dndrilling.com 9 Email: Dan@dndrilling.com r Drilling and Engineering, Inc. Soils Laboratory Test Report Proctor Analysis Project: 12701 Date: 10/16/2017 Location: Building Pad Backfill Material Sampled by: P.H Client: Drilling and Engineering, Inc. Soils Laboratory Test Report Proctor Analysis Project: 12701 Date: 10/16/2017 Location: Building Pad Backfill Material Sampled by: P.H Client: Premeir Pools & Spas Inc. Tested by: D.Z Project: Swimming Pool Patio Sample # 177325 7100 Sebastian Road I Fort Pierce, Florida Description: Grayish Brown M-F Grained Silica Sand s/Rock & Rock Fragments Mold Volume (FtA3) = 0.0333 Mold Weight (Lb) = 10.348 Soil Specific Gravity = 2.7 CAN # Weight (g) Can & Wet Soll Weight (g) Can & Dry Solli Weight (g) Mold & Moist Soil Weight (Lb) Moist Content (%) Wet Density (lb/ftA3) Dry Density (lb/ft^3) 1) 56.75 291.24 277.67. 13.76 4.89 102.51 97.73 2) 56.75 293.45 275.98 14.08 6.33 112.19 105.51 3) 56.75 297.19 273.23 14.32 8.77 119.25 109.63 4) 56.75 299.76 271.40 14.43 10.45 122.65 111.05 5) 56.75 300.11 271.15 14.28 10.68 118.21 106.80 6 56.75 303.10 269.12 14.14 12.63 113.76 101.01 Compaction Test 115 110 �n 105 - W 100 0: 0 95 - 90 5 6 9 30 11 13 MOIST CONTENT (%) Respectfully Su A fitted, D&N L G& ENG E INC.� OV 8 8� - 017 Don pin, P.E. Florida Reg. #285851499 S.W. 30th Avenue • Suite #11 • Boynton Beach, FL 33426 Office: (561) 742-2988 • Fax: (561) 742-2987 Website: dndrilling.com • Email: Dan@dndrilling.com