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HomeMy WebLinkAboutSOIL REPORTI 1 2% Or 521 NW Enterprise Drive . Port St. Lucie, Florida 34986 (772) 924-3575 . (772) 924-3580 (fax) 'y�ERNAT1DaPy BY St t_I rr`ic county IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project: United Rentals (Caladesi) Project ID: 15-1318.00 _ Address: 2180 Mariposa Avenue, Port St. Lucie, Florida Report ID: D-0001 Client: Caladesi Construction Date: 6/12/2015 Permit No: 1501- 9 Field Tech: Daniel Decaro Test Mode: Direct Transmission Area Tested: Slab Area & Footings Soil Description: Brown fine sand Proctor / LBR ID: P-1 Max Density (PCF): 110.3 Opt Moisture (%): 10.8% Test Standard: D 1557 Compaction Required (%): 98.0% Probe Elev Wet Dry Moist. Compaction Depth Location Density Density (%) % Results (in) (PCF) (PCF) 1 Map Location 1 12 0-1 120.2 110.1 9.2% 99.8% Pass Map Location 2 12 0-1 119.0 109.3 8.9% 99.1 % Pass 3 Map Location 3 12 0-1 120.1 109.6 9.6% 99.4% Pass 4 Map Location 4 12 0-1 119.2 108.7 9.7% 98.5% Pass 5 Map Location 5 12 0-1 119.5 109.2 9.4% 99.0% Pass Map Location 6 12 0-1 120.3 109.5 9.9% 99.3% Pass 7 8 9 1 0 1 1 1 z Testing Gauge Information: Manufacturer: _ Troxler Model: 3430 S/N: 3_4784 _ Density Standard (DS): 2173 Moisture Standard (MS)_609 Remarks: Depths_ are below slab grade. jeuunp -_ -- Legend for Elevation: PR = Proofroll 1, 2, 3 = 1st, 2nd, 3rd Lift ---MOO ` �� A j91 I; nc.'�, SL = Springline FL = Final Lift ornat_i �gpE # pr SG = Subgrade BG = Below Grade ; BC = Basecourse BOF = Bottom of Footing Pipe FG =Finished Grade = I .E. onald W. �t� z.. TOP =Top of .�. toU �rofesSib 1 ngiWf?t-* $0675 Test report shall not be reproduced, except in full, without the written approval of GFA International'�i���Flpf'I�� •� ��� Environmental • Geotechnical . Construction Materials Testing . Special and Threshold InspectionsvP)IY P0" po'AWRO Compliance Florida's Leading Engineering Source rrrrrprteetett www.teamgfa.com ro 521 NW Enterprise Drive • Port St. Lucie, Florida 34986 W, Gf° �• F JU(772) 924-;575 0 (772) 924-3580 (fax) ublic Work St. Lucie Count, opy 'yTFRNAT\D Y Si BY 4ue• IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND ft1d 17tyy AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project: United Rentals (Caladesi) Project ID: 15-1318.00 Address: 2180 Mariposa Avenue, Port St. Lucie, Florida Report ID: D-0001 Client: Construction Date: 6/12/2015 _Caladesi _ Permit N T501�-0'389 Field Tech: Daniel Decaro Test Mode: Direct Transmission _ m_ Area Testa : STab Area 8 Footings _.P Soil Description: Brown fine sand Proctor / LBR ID: P-1 Max Density (PCF): 110.3 Opt Moisture (%): 10.8% Test Standard: D 1557 Compaction Required (%A LL98.0%- probe Elev Wet Dry Moist. Compaction Depth Location Density Density (%) /o Results (in) (PCF) (PCF) 1 Map Location 1 12 0-1 120.2 110.1 9.2% 99.8% Pass 2 Map Location 2 12 0-1 119.0 109.3 8.9% 99.1 % Pass 3 Map Location 3 12 011 120.1 109.E 9.6% 99.4% Pass 4 Map Location 4 12 0-1 119.2 108.7 9.7% 98.5% Pass 5 Map Location 5 12 0-1 119.5 109.2 9.4% 99.0% Pass 6 Map Location 6 12 0-1 120.3 109.5 9.9% 99.3% Pass 7 9 . 1PO4a a, _. 0 FA 111 ,. 1 1 1 2 Testing Gauge Information: Manufacturer: _ Troxler Model: _ _34_30_ SfN: 34784_ Density Standard (DS): 2173 Moisture Standard (MS): 609 Remarks: Depths are below slab grade. \\1111111/ r Legend for Elevation: _ PR = Proofroll 1, 2, 3 = 1st, 2nd, 3rd Lift ------ ,,% ,r114P O W_M �ti r. SL = Springline FL = Final Lift ��� ��+ #rnatl I; nck SG = Subgrade BG = Below Grade ,•fj_l�ls BC = Basecourse BOF = Bottom of Footing TOP = Top of Pipe FG = Finished Grade % W. I— .E w C I�y�° e6� W ��rpfes5iuI Engir�egl-� &0675 f �� 1 �` Test report shall not be reproduced, except in full, without the written approval of GFA International 4 Elpf Environmental . Geolechnical • Construction Materials Testing • Special and Threshold Inspections Ip) A&N fti .` Compliance Florida's Leading Engineering Source '111111111tt� www.teamgfa.com N seD�ePoSt6(772) 924-3575 . (772) 9.4 -350 lax)�� 521CLucie, ftAA JUL 0 9 2019 r�SCANNEDPER'v11TTING Z_ NNA BY FL r St. Lucie County St. Lucie County, NATtOaP IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project: United Rentals (Caladesi) Project ID: 15-1318.00 Address: 2180 Mariposa Avenue, Port St. Lucie, Florida Report ID: D-0001 Client: Caladesi Construction Date: 6/12/2015 Perm iCNo.-1501-'0389 - x Field Tech: Daniel Decaro Test Mode: Direct Transmission Area Tested: Slab Area & Footings Soil Description: Brown fine sand Proctor / LBR ID: P-1 Max Density (PCF): 110.3 Opt Moisture (%): 10.8% Test Standard: D 1557 Compaction Required (%): 98.0% Probe Elev Wet Dry Moist. Compaction Location Depth Density Density (%) % Results (in) (PCF) (PCF) 1 Map Location 1 12 0-1 120.2 110.1 9.2% 99.8% Pass 2 Map Location 2 12 0-1 119.0 109.3 8.9% 99.1 % Pass 3 Map Location 3 12 0-1 120.1 109.6 9.6% 99.4% Pass 4 Map Location 4 12 0-1 119.2 108.7 9.7% 98.5% Pass 5 Map Location 5 12 0-1 119.5 109.2 9.4% 99.0% Pass 6 Map Location 6 12 0-1 120.3 109.5 9.9% 99.3% Pass 7 6 9 1 0 1 1 z Testing Gauge Information: Manufacturer: Troxler Model: 3430 S/N: 34784 Density Standard (DS): 2173 Moisture Standard (MS): 609 Remarks: Depths are below slab grade. Legend for Elevation: .` eSp'@cul y �uBim a'i PR = Proofroll 1, 2, 3 = 1st, 2nd, 3rd Lift nI ' ° '• g �: BPA�fi{e { SL = Springline FL = Final Lift SG = Subgrade BG = Below Grade 93{r e {{ : [L � BC = Basecourse BOF = Bottom of Footing �wi2015 = TOP = Top of Pipe FG = Finished Grade .e 6 M�1!?r, R '•ice,,�`�sic ��d 60675 Test report shall not be reproduced, except in full, without the written approval of GFA International ` P O i *N %%`` Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspections • P1&A4taeWIN'Code Compliance Florida's Leading Engineering Source www.teamgfa.com