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HomeMy WebLinkAboutIn-place Density & Water Content of Soil Report521 NW Enterprise Drive • Port St. Lucie, Florida 34986 1 2 3 1 1 (772) 924-3575 • (772) 924-3580 (fax) IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project: Savanna Club (Community Threshold) _ Project ID: 14-0097.02� Address: 3492 Crabapple Drive, Port Saint Lucie -� _ — _ Report ID: D-0001 Client: Commercial Contractors, Inc. Date: 8/29/2014 Permit No: Field Tech: Ivaniece Perez Test Mode: Direct Transmission Area Tested: Footings Soil Description: (HCP Only) Gray Fine Sand Proctor / LBR ID: HCP-1 Max Density (PCF): 0.0 Opt Moisture (%}: 0.0% Test Standard: D 1557 Compaction Required (%): 95.0%° 4 61-1 7 8 9 o. Probe Depth (in) Elev Wet Density (PCF) Dry Density (PCF) Moist. (%) Compaction Location % Results B-1 (*HCP=40+, > 95 % Compaction, PASS) 12 0-1 D-1 (*HCP=40+, > 95 % Compaction, PASS) 12 0-1 F-1 (*HCP=40+, > 95 % Compaction, PASS) 12 0-1 G-1 (*HCP=40+, > 95 % Compaction, PASS) 12 0-1 H-1 (*HCP=40+, > 95 % Compaction, PASS) 12 .0-1 (*HCP=40+, > 95 % Compaction, PASS) 12 0-1 J-1 (*HCP=40+, > 95 % Compaction, PASS) 12 0-1 B-5 (*HCP=40+, > 95 % Compaction, PASS) 12 0-1 D-5 (*HCP=40+, > 95 % Compaction, PASS) 12 0-1 F-5 (*HCP=40+, > 95 % Compaction, PASS) - 12 0-1 G-5 (*HCP=40+, > 95 % Compaction, PASS) 12 0-1 *HCP tests are empirically correlated to the relative density of the soil. Testing Gauge Information: Manufacturer: - - Troxler Model: _ 3430 SIN: -- - Density Standard (DS): 2357 Moisture Standard (MS): Remarks: At Least 1 Foot of No. 57 Stone in Bottom of Footing lend Tor t_levarlon: = Proofroll 1, 2, 3 =1st, 2nd, 3rd Lift = Springline FL =Final Lift = Subgrade BG = Below Grade = Basecourse BOF = Bottom of Footing P = Top of Pipe FG =Finished Grade Test report shall not be reproduced, except in full, without the written approval of GFA International Z11M Environmental • Geotechnical a Construction Materials Testing • Special and Threshold Inspections • Florida's Leading Engineering Source _ v www.teamgfa.com 36442 �635 60675 •'Q ,�� W. MolelirN.t. /oNAL �4 /lilts 521 NW Enterprise Drive • Port St Lucie, Florida 34986 (772) 924-3575 • (772) 924-3580 (fax) IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project Savanna Club (Community Threshold) _ _ _^ Project ID: 14-0097.02 Address: 3492 Crabapple Drive, Port Saint Lucie Report ID: D-0002 Client: Commercial Contractors, Inc. Date: 8/29/2014 Permit No: Field Tech: Ivaniece Perez Test Mode: Direct Transmission Area Tested: Footings Soil Description: (HCP Only) Gray Fine Sand_ Proctor / LBR ID: - HCP-1 _ Max Density (PCF): , 0.0 Opt Moisture (%): 0.0% TestStandard: `D 1557 Compaction Required (%): 95.0% probe Depth� Elev Wet ensity � Dry �� Densilty Moist. (0/O) Compaction Location % Results H-5 (*HCP=40+, > 95 % Compaction, PASS) 12 0-1 1-5 (*HCP=40+, > 95 % Compaction, PASS) 12 0-1 J-5 (*HCP=40+, > 95 % Compaction, PASS) 12 0-1 B-10 (*HCP=40+, > 95 % Compaction, PASS) 12 0-1 C-10 (*HCP=40+, > 95 % Compaction, PASS) 12 0-1 E-10 (*HCP=40+, > 95 % Compaction, PASS) 12 0-1 F-10 (*HCP=40+, > 95 % Compaction, PASS) 12 0-1 *HCP tests are empirically correlated to the relative density of the soil. Testing Gauge Information: Manufacturer. Troxler Model: Density Standard (DS): 2357 Remarks: At Least 1 Foot of No. 57 Stone in Bottom of Footing lens tor tievation: = Proofroll 1, 2, 3 = 1 st, 2nd, 3rd Lift = Springline FL = Final Lift = Subgrade BG = Below Grade = Basecourse BOF = Bottom of Footing P = Top of Pipe FG = Finished Grade _3430_ _ S/N: _ 36442 Moisture Standard (MS): 635 Res p► e � GFA�A X1,ht�•�F,A���� FBP 93 0 60675 }} 912,'JId V.Moler,.�.E. Test report shall not be reproduced, except in full, without the written approval of GFA International au Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspections • Florida's Leading Engineering Source www.teamgfa.com II P 521 NW Enterprise Drive • Port St. Lucie, Florida 34986 �A (772)924-3575 • (772) 924-3580 (fax) IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project: Savanna Club (Community Threshold) Project ID: 14-0097.02 _ ____.._ __ ____�____.__._ Address: 3492 Crabapple Drive, Port Saint Lucie Report ID: D-0003 Client: Commercial Contractors, Inc. Date: 9/11/2014 Permit No: Field Tech: Ivaniece Perez Test Mode: Direct Transmission Area Tested: Slab Footings (Testing Completed Below Footing Grade) Soil Description: gray fine sand Proctor / LBR ID: P-1 Max Density (PCF): 108.0 Opt Moisture (%):v 12.0% Test Standard: _ D 1557 Compaction Required (%): 95.0% Probe Depth (in) Ellev Wet Density (PCF) Dry Density (PCF) Moist. (%) Compaction Location % Results Map Location #1 12 0-1 111.9 103.2 8.4% 95.6% Pass Map Location #1 (*HCP=40+, > 95 % Compaction, PASS) 12 1-2 Map Location #2 12 0-1 110.9 105.4 5.2% 97.6% Pass Map Location #2 (*HCP=40+, > 95 % Compaction, PASS) 12 1-2 Map Location #3 12 0-1 114.4 107.1 6.8% 99.2% Pass Map Location #3 (*HCP=40+, > 95 % Compaction, PASS) 12 1-2 Map Location #4 12 0-1 115.6 108.8 6.2% 100.7% Pass Map Location #4 (*HCP=40+, > 95 % Compaction, PASS) 12 1-2 Map Location #5 12 0-1 112.7 107.1 5.2% 99.2% Pass Map Location #5 (*HCP=40+, > 95 % Compaction, PASS) 12 1-2 Map Location #6 12 0-1 110.9 106.3 4.3% 98.4% Pass Map Location #6 (*HCP=40+, > 95 % Compaction, PASS) 12 1-2 Testing Gauge Information: Manufacturer: Troxler Model: 3430 S/N: 22260 Density Standard (DS): 2025 Moisture Standard (MS): 671 Remarks: *HCP tests are empirically correlated to the relative density of the soil. n la. lend for wevatlon: = Proofroll 1, 2, 3 =1st, 2nd, 3rd Lift = Springline FL = Final Lift = Subgrade BG = Below Grade = Basecourse BOF = Bottom of Footing P = Top of Pipe FG = Finished Grade Test report shall not be reproduced, except in full, without the written approval of GFA International 0Uc Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspections • Florida's Leading Engineering Source www.teamgfa.com CA# 0675 a Ed WSrFgirl@�P# e� st;it�iaa ��IUA; d4 521 NW Enterprise Drive • Port St. Lucie, Florida 34986 I (772) 924-3575 • (772) 924-3580 (fax) IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project: Savanna Club (Community Threshold) Project ID: 14-0_097.02 Address: 3492 Crabapple Drive, Port Saint Lucie _ T _ Report ID: -D 0004 —: Client: Commercial Contractors, Inc. Date: 9/11/2014 Permit No: Field Tech: Ivaniece Perez Test Mode: Direct Transmission d: Sl Area Testeab Fo__ings_.___..__....__._._...__.__._---...__..__._�....._...._._.____.._.__w._.__ ot Soil Description: gray fine sand Proctor / LBR ID- P-1 Max Density (PCF): 108.0 Opt Moisture (%): 12.0% Test Standard: D 1557 Compaction Required (%): 95.^0% Probe Depth (in) Elev Wet Density (PCF) Dry Density (PCF) Moist. (%) Compaction Location o /° Results Map Location #7 12 0-1 112.8 107.5 5.0% 99.5% Pass Map Location #7 (*HCP=40+, > 95 % Compaction, PASS) 12 1-2 Map Location #8 12 0-1 113.3 107.0 5.9% 99.1 % Pass Map Location #8 (*HCP=40+, > 95 % Compaction, PASS) 12 1-2 Map Location #9 12 0-1 110.3 103.7 6.4% 96.0% Pass Map Location #9 (*HCP=40+, > 95 % Compaction, PASS) 12 1-2 *HCP tests are empirically correlated to the relative density of the soil. Testing Gauge Information: Manufacturer: _ _Troxier Density Standard (DS): _ 2025 Remarks: Testing Completed Below Footing Grade lend Tor tievauon: = Proofroll 1, 2, 3 =1 st, 2nd, 3rd Lift = Springline FL = Final Lift = Subgrade BG = Below Grade = Basecourse BOF = Bottom of Footing P = Top of Pipe FG = Finished Grade Model: _ _3430 _ S/N: 22260 Moisture Standard (MS): 671 GFA rest report shall not be reproduced. except in fall, without the written approval of GFA International State Environmental • Geotechnical . Construction Materials Testing • Special and Threshold Inspections • Plan Florida's Leading Engineering Source www.teamgb.com Wa F.49W 0 60675 �. Moler, P.E. nal Rl�er;9%0*790 ► • i EXIST., OL/Tel SP EXISTING �� I P ARC E L G y v O ASPHALT ` EQUIP � LAKE DRIVE ... _ — _ PAD WHITE i EXISTING VNYL PENCE , 14 ASPHALT NEW WALKS TO MATCH PARKING EXIGTw. GRADED, ITR. 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