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HomeMy WebLinkAboutSoil Density & Water Contest of Soil Test521 NW Enterprise Drive • Port St. Lucie, Florida 34986 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 (772) 924-3575 • (772) 924-3580 (fax) IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAWMI ETHODS (SHALLOW DEPTH) - ASTM 6938 Project: 526 Campbell Road Project ID: 15-1370.00 Address: Fort Pierce, St. Lucie County, FL -+ Report ID:� V D-0001 Client: Jeff Pederson Construction Date: 6/23/2015 Permit No: Field Tech: John Boyle Test Mode: Direct Transmission Area Tested: Foundation Pad Soil Description: Brown fine sand Proctor / LBR ID: P-1 Max Density (PCF): 114.0 Opt Moisture (%): 11.2% Test Standard: D 1557 Compaction Required (%): 95.0% Probe Depth (in) Elev Wet Density (PCF) Dry Density (PCF) Moist. (% ) Compaction Location % Results Southwest 12 0-1 126.0 113.6 10.9% 99.6% Pass Center 12 0-1 126.5 114.2 10.8% 1100.2% Pass Northeast 12 0-1 126.4 113.8 11.1 % 99.8% Pass P, Testing Gauge Information: Manufacturer: Troxler Density Standard (DS): Remarks: Testing Completed Below Slab Grade I-eaena Tor tievation: PR = Proofroll 1, 2, 3 = 1st, 2nd, 3rd Lift SL = Springline FL = Final Lift SG = Subgrade BG = Below Grade BC = Basecourse BOF = Bottom of Fishing t' TOP = Top of Pipe FG = Finished Grade,. Test report shall not be re Environmental • ucea, except in tun, witnout the written cal •Construction MaFlorilda'ssLeadingpEnigineering Sourcenspections�i�1t�ia1 �tee���, Compliance www.teamgfa.com Model: 3430 S/N: 35058 2240 Moisture Standard ��gtiatttts�a���r 68".eotfo �ellySw mi ttep; iyFA`Ri�f patio ,1ttF V—)7on 493 ,. Moler, ` 111Cofessio9l- En .�0675 tats.Of iproval of GFA International ���Flor��;.;Cl�ti� 305 04 7",,73 p.m. 07-02-2015 1 /1 l 521 NW Enterprise Drive •Port St. Lucie, Florida 34986 rAl 772) 9243575 • (772) 924-3580 (fax) �rr�v yrFRNATIp�P IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project: 526 Campbell Road Project ID: 15-1370.00 Address: Fort Pierce, St. Lucie County, FL Report ID: D-0001 Client: Jeff Pederson Construction - Date:_6/2312015 Permit No: Field Tech: John Boyle Test Mode: Direct Transmission Area Tested: Foundation Pad (PERMIT 15�. 0�.4 0 44y _ Soil Description: Brown fine sand Max- Proctor / LBR ID: P-1 Max Density (PCF): 114.0 Opt Moisture (%): 11.21/o Test Standard: D 1557 Compaction Required (%): 95.0% Probe Depth (in) Elev Wet Density (PCF) Dry Density (PCF) Moist. (%) Compaction Location /� Results Southwest 12 0-1 126.0 113.6 10.9% 99.6% Pass Center 12 0-1 126.5 114.2 10.8% 100.2% Pass Northeast 12 0-1 126.4 113.8 11.1% 99.8% Pass RECEIVED JUL / 2 2015 Testing Gauge Information: Manufacturer: _ Troxier Model: Density Standard (DS): 2240 Remarks: Testing Completed Below Slab Grade -eaena for tievation: 3R = Proofroll 3L = Springline 3G = Subgrade 3C = Basecourse i"OP = Top of Pipe 1, 2, 3 =1st, 2nd, 3rd Lift FL =Final Lift BG = Below Grade BOF = Bottom of Footing FG = Finished Grade 3430 S/N: 35058 Moisture Standard (MS): 719 vttttttttii�� ,, 848 6c�f011y Aub�rh�3tter% 06FX lot lit �BPE C 493 LU nald'(I1vti oler,�.'� �ssiprAI FM?l iJ 60675 rest report shall not be reproduced, except in full, without the written approval of GFA International Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspections a PFaFiRFs� Florida's Leading Engineering Source www,teamgfa.com Compliance