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HomeMy WebLinkAboutCompaction Test prrafUlT Po,47s MCArdamanSoil Density - Drive Client �r�/T �Project: : ect: &Associates,Inc. Cylinder Richard K.Davis Construction Corporation 113-19-64-5449A Report Date:03/01/2022 4205 Metzger Road Pursuit Boats Tooling Building Port St.Lucie Branch Test Method:ASTM D 2937 Fort Pierce,FL 34947 3880 St Lucie Boulevard Florida Registration No.5950 Fort Pierce,FL 460 NW Concourse Place,Unit 1 Port St.Lucie,FL 34g86 Phone:12-878-0072 Test Results Maximum Optimum Dry Density Moisture In Place In Place Wet In Place Retest Test Soil (%) (pcf) Moisture Density Dry Density Percent Test# Of Date Proctor ID Method Class. (%) (pcf) (pcf) Compaction Min Comp.I%) Remark 1 02/23/22 22-042( A - 14.5 100.5 1 17.2 104.2 97.2 97 1 95 Pass 2 02/23/22 22-042( A - 14.5 100.5 7.6 101.8 94.6 94 95 Fail 3 02/24/22 22-032( B - 12.0 107.5 5.2 111.7 106.1 99 95 Pass 4 02/24/22 22-044( A - 14.5 104.0 4.0 106.6 102.5 99 95 Pass 5 02/24/22 22-032( B - 12.0 107.5 4.2 110.3 105.8 98 95 Pass 6 02/24/22 22-032( B - 12.0 107.5 3.9 108.2 104.2 97 95 Pass 7 02/24/22 22-044( A - 14.5 104.0 5.0 104.5 99.6 96 95 Pass 8 02/24/22 22-042( A - 14.5 100.5 9.3 105.1 1 96.2 96 95 Pass Test Information Drive Weight of Top Bottom Cylinder Volume of Test# Test Location Elevation Reference Cylinder ID Cylinder(lb) Diameter(In) Diameter(in) Height(in) Cylinder(cf) Field Technician 1 Building Pad Fill:Building Pad at Gridlines B 6-7 -2.0 Top of Psi 475 1.049 1.990 1.990 6.000 0.0108 Tech,Port St. Subgrade Lucie 2 Building Pad Fill:Building Pad at Gridlines B 6-7 -3.0 Top of Psi 475 1.049 1.990 1.990 6.000 0.0108 Tech,Port St. Subgrade Lucie 3 Building Pad Fill:Building Pad at Gridlines K,6-7 -2.0 Top of Psi 475 1.049 1.990 1.990 6.000 0.0108 Tech,Port St. Subgrade Lucie 4 Building Pad Fill:Building Pad at Gridlines K,6-7 -3.0 Top of Psi 475 1.049 1.990 1.990 6.000 0,0108 Tech,Port St. Subgrade Lucie 5 Building Pad Fill:Building Pad at Gridlines H,6-7 -2.0 Top of Psi 475 1.049 1.990 1.990 6.000 0.0108 Tech,Port St. Subgrade Lucie 6 Building Pad Fill:Building Pad at Gridlines H,6-7 -3.0 Top of Psi 475 1.049 1.990 1.990 6.000 0.0108 Tech,Port St. Subgrade Lucie 7 Building Pad Fill:Building Pad at Gridlines F,6-7 -2.0 Top of Psi 475 1.049 1.990 1.990 6.000 0.0108 Tech,Port St. Subgrade Lucie 8 1 Building Pad Fill:Building Pad at Gridlines F,6-7 -3.0 Top of Psi 475 1.049 1.990 1.990 6,000 0.0108 Tech,Port St. Subgrade Lucie Remarks Comments Related Tests Pass:Density Pass Test# I Related Test# Test Type Fall:Density Fail AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 1 of 3 THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. RECENED APR 0-� 2022 &I.Lucie County per M- incg F77-1 =ArdamansoilDensity- Drive Client: Project: &Associates,Inc. Cylinder Richard K.Davis Construction Corporation 113-19-64-5449A Report Date:03/01/2022 4205 Metzger Road Pursuit Boats Tooling Building Port SL Lucie Branch Test Method:ASTM D 2937 Fort Pierce,FL 34947 3880 St Lucie Boulevard Florida Registration No.5950 Fort Pierce,FL 460 NW Concourse Place,Unit 1 Port St.Lucie,FL 34986 Phone:772-878-0072 Test Results Maximum Optimum Dry Density Moisture In Place In Place Wet In Place Retest Test Soil I%) (pcf) Moisture Density Dry Density Percent Test# Of Date Proctor ID Method Class. I%) (pcf) (pcf) Compaction Min Comp.I%) Remark 9 02/24/22 22-029( A - 10.5 112.0 5.0 116.5 110.9 99 1 95 Pass 10 02/24/22 _ 22-044( A -- 14.5 104.0 7.8 107.5 99.7 96 95 Pass 11 02/25/22 22-042( A - 14.5 100.5 7.2 105.1 98.0 98 95 Pass 12 02/25/22 22-044( A - 14.5 104.0 4.7 107.5 102.7 99 95 Pass 13 02/25/22 22-044( A -- 14.5 104.0 6.0 108.4 102.3 98 95 Pass 14 02/25/22 22-044( A - 14.5 104.0 5.3 105.6 100.3 96 95 Pass Test Information Drive Weight of Top Bottom Cylinder Volume of Test# Test Location Elevation Reference Cylinder 1D Cylinder(lb) Diameter(in) Diameter(in) Height(in) Cylinder(cf) Field Technician 9 Building Pad Fill:Building Pad at Gridlines D,6-7 -2.0 Top of Psi 475 1.049 1.990 1.990 6.000 0.0108 Tech,Port St. Subgrade Lucie 10 Building Pad Fill:Building Pad at Gridlines D,6-7 -3.0 Top of Psi 475 1.049 1.990 1.990 6.000 0.0108 Tech,Port St. Subgrade Lucie 11 Building Pad Fill:Building Pad at Gridlines B,5-6 -2.0 Top of Psl 475 1.049 1.990 1.990 6.000 0.0108 Tech,Port St. Subgrade Lucie 12 Building Pad Fill:Building Pad at Gridlines B,5-6 -3.0 Top of Psl 475 1.049 1,990 1.990 6.000 0.0108 Tech,Port St. Subgrade Lucie 13 Building Pad Fill:Building Pad at Gridlines D,5-6 -2.0 Top of PSI 475 1.049 1.990 1.990 6.000 0.0106 Tech,Port St. Subgrade I Lucie 14 Building Pad Fill:Building Pad at Gridlines D,5-6 -3.0 Top of Psi 475 1.049 1.990 1.990 6.000 0.0108 Tech,Port St. Subgi I Lucie Remarks Comments Related Tests Pass:Densil Pass I Test# I Related Test# Test Type AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 2 of 3 THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ®�Andaman Soil Density-Drive Client: Project: Eno M&Associates,Inc. Cylinder Richard K.Davis Construction Corporation 113-19-64-5449A Report Date:03/01/2022 4205 Metzger Road Pursuit Boats Tooling Building Port St Lucie Branch Test Method:ASTM D 2937 Fort Pierce,FL 34947 3880 St Lucie Boulevard .da Registration No.5950 Fort Pierce,FL 460 NW concourse Place,Unit 1 Port St.Lucie,FL34986 Phone:772-878-0072 �QPRKERr4f ucE....... c: �rMa 59Yfi5 �C~_ st, ,• STATE OF ZORIDN �'SS7�NAL Eta rrrnunir"'���` This item has been digitally signed and sealed by Jason Manning on Mar 02,2022 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 3 of 3 THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. S t L -2,411 111111"Ard m" an Soil Density -' Drive Client: Project: &ASSOCIafeS, Inc., Cylinder- Richard K. Davis Construction Corporation 113-19-64-5449A Report Date: 03/03/2022 4205 Metzger Road Pursuit Boats Tooling Building Port St.Lucie Branch Test Method:ASTM D 2937 Fort Pierce, FL 349,47 3880 St Lucie Boulevard Florida Registration No.5950 Fort Pierce, FL. 460 NW Concourse Place,Unit 1 . Port St.Lucie,FL 34986 Phone:772-878-0072 - i*I:, se t,Results �a Maximum Optimum Dry Density Moisture In Place In Place Wet In Place Retest Test Soil N (pcf) Moisture Density Dry Density Percent. Test# Of Date Proctor ID Method Class. N (pcf) (pcf) Compaction Min Comp.(%) Remark 15 2 03/03/22 22-044( A - 14.5 104.0 8.0 110.1 101.9 98 95 Pass Ad Test Information Drive Weight of Top Bottom Cylinder Volume of Test# Test Location- Elevation Reference Cylinder ID Cylinder(lb) Diameter(in) Diameter(in) 'Height(in) Cylinder(cf) Field Technician 15 Building Pad Fill:Building Pad at Gridlines B 6-7 -3.0 Top of PSI 475 1.049 1.990 1.990 6.000 0.0108 Tech,Port.St. Subgrade Lucie a � `4 � Related TLe_sts ��� Remarks �omments,g q __ Pass:Density Pass Test# Related Test# I Test Type . raosa�zaa �P �r e...omoP','�12 ., 1,7i ZONAL`V This item has been digitally signed and sealed by. Jason Manning on Mar 03, 2022 using a Digital Signature. Printed copies of this document are not considered signed• and sealed and the SHA authentication code must be verified on any electronic copies. AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 1 of 1 THE CLIENT,•AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. �l/�JU1TL�T1 wz Ardaman soil Density- Drive Client: �` Prc: &ASSOCIat@S,Inc. Cylinder Richard K.Davis Construction Corporation 113-19-64-5449A Report Date:03/08/2022 4205 Metzger Road Pursuit Boats Tooling Building Port St Lucie Branch Test Method:ASTM D 2937 Fort Pierce,FL 34947 3880 St Lucie Boulevard Florida Registration No.5950 Fort Pierce,FL 460 NW Concourse Place,Unit 1 Pont St Lucie,FL 34966 Phone:772-676-0072 Test Results Maximum Optimum Dry Density Moisture in Place In Place Wet In Place Retest Test Soil (%) (pcf) Moisture Density Dry Density Percent Test# Of Date Proctor ID Method Class. I%) (pcf) (pcf) Compaction Min Comp.I%) Remark 16 1 03/03/22 22-042( 1 A - 1 14.5 100.5 4.4 1 101.9 97.6 97 95 Pass 17 03/03/22 22-044( A - 14.5 104.0 5.0 106.5 101.4 98 95 Pass 18 03/03/22 22-029( A - 10.5 112.0 4.0 113.4 109.1 97 95 Pass 19 03/03/22 22-042( A -- 14.5 100.5 9.0 104.3 95.7 95 95 Pass 20 03/03/22 22-043( A -- 9.0 122.5 4.2 120.7 115.9 95 95 Pass 21 03/03/22 22-032( B - 12.0 107.5 5.0 110.6 105.4 98 95 Pass 22 03103/22 22-029( A - 10.5 112.0 6.2 118.1 111.2 99 95 Pass 23 03/03/22 22-032( B - 12.0 107.5 7.0 111.6 1 104.3 97 95 Pass Test Information Drive Weight of Top Bottom Cylinder Volume of Test# Test Location Elevation Reference Cylinder ID Cylinder(lb) Diameter(in) Diameter(in) Height(in) Cylinder(cf) Field Technician 16 Building Pad Fill:Building Pad at Gridlines B-4.2 -2.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2(2") 17 Building Pad Fill:Building Pad at Gridlines B-4.2 -3.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes_ Subgrade Cylinder 443.2 2" 18 Building Pad Fill:Building Pad at Gridlines G-4.2 -2.0 Tap of PSL Drive 0.977 1.993 1.989 5.990 0.010E Mike Starkes Subgrade Cylinder 443.2(2") 19 Building Pad Fill:Building Pad at Gridlines G-4.2 -3.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2 2") 20 Building Pad Fill:Building Pad at Gridlines K-4.2 -2.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2(2") 21 Building Pad Fill:Building Pad at Gridlines K-4.2 3.0 Tap of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2(2") AS A MUTUAL PROTECTION TO OUR CLIENT;THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 1 of 5 THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Ardaman Soil Density-Drive Client: Project: &Associates,Inc. Cylinder Richard K.Davis Construction Corporation 113-19-64-5449A Report Date:03/08/2022 4205 Metzger Road Pursuit Boats Tooling Building Port St Lucie Branch Test Method:ASTM D 2937 Fort Pierce,FL 34947 3880 St Lucie Boulevard Florida Registration No.5950 Fort Pierce,FL 460 NW Concourse Place,Unit 1 Port St Lucie,FL 34986 Phone:772-878-0072 22 Building Pad Fill:Building Pad at Gridlines T-4.2 -2.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2 2" 23 Building Pad Fill:Building Pad at Gridlines T-4.2 -3.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0106 Mike Starkes Subgrade Cylinder Remarks Comments Related Tests Pass:Density Pass Test# I Related Test# TestType AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 2 of 5 THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. """"""""®ArdarnanSoil Density -Drive Client: Project: &Associates,Inc. Cylinder Richard K.Davis Construction Corporation 113-19-64-5449A Report Date:03/08/2022 4205 Metzger Road Pursuit Boats Tooling Building Port St Lucie Branch Test Method:ASTM D 2937 Fort Pierce,FL 34947 3880 St Lucie Boulevard Radda Registration No.5950 Fort Pierce,FL 460 NW Concourse Place,Unit 1 Port St Lucie,FL 34986 Phone:772-878-0072 Test Results Maximum Optimum Dry Density Moisture In Place In Place Wet In Place Retest Test Soil N (Pcf) Moisture Density Dry Density Percent Test# Of Date Proctor ID Method Class. I%) (Pcf) (Pcf) Compaction Min Comp.I%) Remark 24 03/03/22 1 22-044( A - 1 14.5 104.0 4.0 1 105.2 101.1 97 95 Pass 25 03/03/22 22-042( A - 14.5 100.5 5.1 101.9 97.0 97 95 Pass 26 03/03/22 22-042( A - 14.5 100.5 12.0 107.4 95.9 95 95 Pass 27 03/03/22 22-044( A - 14.5 104.0 7.0 108.8 101.7 98 95 Pass 28 03/03/22 22-044( A -- 14.5 104.0 7.0 111.5 104.2 100 95 Pass 29 03/03/22 22-032( B - 12.0 107.5 3.2 109.7 106.3 99 95 Pass 30 03/03/22 22-044( A - 14.5 104.0 9.0 108.8 99.8 96 95 Pass 31 03/03/22 22-042( 1 A - 14.5 1 100.5 1 10.0 1 105.9 1 96.3 96 F-77TT-1 Pass Test Information Drive Weight of Top Bottom Cylinder Volume of Test# Test Location Elevation Reference Cylinder ID Cylinder(lb) Diameter(in) Diameter(in) Height(in) Cylinder(cf) Field Technician .24 Building Pad Fill:Building Pad at Gridlines X-4.2 -2.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2(2") 25 Building Pad Fill:Building Pad at Gridlines X-4.2 -3.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2 2" 26 Building Pad Fill:Building Pad at Gridlines X-5.2 -2.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2(2") 27 Building Pad Fill:Building Pad at Gridlines X-5.2 -3.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2(2") 28 Building Pad Fill:Gridlines X,7 -2.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2(2") 29 BuildingPad Fill:Gridlines X 7 -3.0 To of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes P Subgrade Cylinder 443.2(2") AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 3 of 5 THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Ardaman soil Density -Drive Client: Project: &ASSOC18t@S,Inc. Cylinder Richard K.Davis Construction Corporation 113-19-64-5449A Report Date:03/08/2022 4205 Metzger Road Pursuit Boats Tooling Building Port St.Lucie Branch Test Method:ASTM D 2937 Fort Pierce,FL 34947 3880 St Lucie Boulevard Florida Registration No.5950 Fort Pierce,FL 460 NW Concourse Place,Unit 1 - Port St Lucie,FL 34986 Phoney 772-878-0072 30 Building Pad Fill:Gridlines T,5.2 -2.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2 2' 31 Building Pad Fill:Gridlines T,5.2 -3.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2(2") Remarks Comments Related Tests Pass:Density Pass Test# Related Test# Test Type AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 4 of 5 THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. k �®Mrdaman soil Density -Drive Client: Project: &Associates,Inc. Cylinder Richard K.Davis Construction Corporation 113-19-64-5449A Report Date:03/08/2022 4205 Metzger Road Pursuit Boats Tooling Building Port St.Lucie Branch Test Method:ASTM D 2937 Fort Pierce,FL 34947 3880 St Lucie Boulevard Florida Registration No.5950 Fort Pierce,FL 460 NW Concourse Place,Unit 1 Port St.Lucie,FL34986 Phone:772-878-0072 Test Results Maximum L Dry Density In Place In Place Wet In Place Retest Test Soil (pcf) Moisture Density Dry Density Percent Test# Of Date Proctor ID Method Class I%) (pcf) (pcf) Compaction Min Comp.I%) Remark 32 03/03/22 22-044( A — 104.0 6.0 106.6 100.5 97 95 Pass 33 03/03/22 22-029( A — 112.0 3.0 112.0 108.8 97 95 Pass Test Information Drive Weight of Top Bottom Cylinder Volume of Test# Test Location Elevation Reference Cylinder ID I Cylinder(lb) Diameter(in) Diameter(in) Height(in) Cylinder(cf) Field Technician 32 Building Pad Fill:Gridlines T,7 -2.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2(2") 33 Building Pad Fill:Gridlines T,7 -3.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2(2") Remarks Comments Related Tests Pass:Density Pass Test# I Related Test# Test T e `Q 111KERrr'� No 63ze S — O''. UA-MOF r(/� 'rqr NALtII,� This item has been digitally signed and sealed by Jason Manning on Mar 08,2022 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 5 of 5 THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ®!Ardaman soil Density-Drive client: &Associates,Inc. Cylinder Richard K.Davis Construction Corporation 113-19-64-5449A Report Date:03/08/2022 4205 Metzger Road Pursuit Boats Tooling Building Port St.Lucie Branch Test Method:ASTM D 2937 Fort Pierce,FL 34947 3880 St Lucie Boulevard Florida Registration No.5950 Fort Pierce,FL 460 NWConcourse Place,Unit 1 Part SL Lucie,FL 34986 Phone:772-878-0072 Test Results Maximum Optimum Dry Density Moisture In Place In Place Wet In Place Retest Test Soil I%) (pcf) Moisture Density Dry Density Percent Test# Of Date Proctor ID Method Class. I%) (pcf) (pcf) Compaction Min Comp.I%) Remark 34 1 1 03/04/22 22-043( 1 A - 1 9.0 122.5 5.2 1 123.4 117.3 96 95 Pass 35 03/04/22 22-032( B - 12.0 107.5 6.0 112.7 106.3 99 95 Pass 36 03/04/22 22-032( B -- .12.0 107.5 7.2 112.5 104.9 98 95 Pass 37 03/04/22 22-032( B - 12.0 107.5 3.0 106.8 103.6 96 95 Pass 38 03/04/22 22-042( A - 14.5 100.5 10.0 105.4 95.8 95 95 Pass 39 03/04/22 22-044( A - 14.5 104.0 3.0 106.1 103.0 99 95 Pass 40 03/04/22 22-029( A - 10.5 112.0 5.0 115.6 110.1 98 95 Pass 41 03/04/22 22-032( B - 12.0 107.5 3.0 108.3 105.2 1 98 95 Pass Test Information Drive Weight of Top Bottom Cylinder Volume of Test# Test Location Elevation Reference Cylinder ID Cylinder(lb) Diameter(in) Diameter(in) Height(in) Cylinder(cf) Field Technician 34 Building Pad Fill:Gridlines C,2 -2.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2(2") 35 Building Pad Fill:Gridlines C,2 -3.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2 2" 36 Building Pad Fill:Gridlines E,2 -2.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2(2") 37 Building Pad Fill:Gridlines E,2 -3.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2 2" 38 Building Pad Fill:Gridlines G,2 -2.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2(2") 39 Building Pad Fill:Gridlines G,2 -3.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2(2") AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 1 of 4 THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. � a �s Ardaman Soil Density - Drive Client: Project: &Associates,Inc. Cylinder Richard K.Davis Construction Corporation 113-19-64-5449A Report Date:03/08/2022 4205 Metzger Road Pursuit Boats Tooling Building Portrt SL Lucie Branch Test Method:ASTM D 2937 Fort Pierce,FL 34947 3880 St Lucie Boulevard Rodda Registration No.5950 Fort Pierce,FL 460 NW Concourse Place,Unit 1 Port St' Lucie,FL 34986 Phone:772-676-0072 40 Building Pad Fill:Gridlines P,6 -2.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2 2" 41 Building Pad Fill:Gridlines P,6 -3.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0106 Mike Starkes Subgrade Cylinder 443.2(2") Remarks Comments Related Tests Pass: ensity Pass Test# I Related Test# Test Type AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 2 of 4 THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. I """""""v Ardaman soil Density- Drive Client: Project: &Associates,Inc. Cylinder Richard K.Davis Construction Corporation 113-19-64-5449A Report Date:03/08/2022 4205 Metzger Road Pursuit Boats Tooling Building Port St Lucie Branch Test Method:ASTM D 2937 Fort Pierce,FL 34947 3880 St Lucie Boulevard .ends Registration No.5950 Fort Pierce,FL 460 NW concourse Place,Unit 1 Port St Lucie,FL 34986 Phone:772-878-0072 Test Results Maximum Optimum Dry Density Moisture In Place In Place Wet In Place Retest Test Soil (%) (pcf) Moisture Density Dry Density Percent Test# Of Date Proctor ID Method Class. N (pcf) (pcf) Compaction Min Comp.I%) Remark 42 1 1 03/04/22 22-032( 1 B - 1 12.0 107.5 3.0 1 107.7 104.5 97 95 Pass 43 03/04/22 22-032( B - 12.0 107.5 3.2 107.9 104.5 97 95 Pass 44 03/0402 22-029( A - 10.5 112.0 4.0 111.6 107.3 96 95 Pass 45 03/04/22 22-042( A - 14.5 100.5 11.0 108.1 97.4 97 95 Pass 46 03/04/22 22-042( A - 14.5 100.5 6.0 104.5 98.6 98 95 Pass 47 03/04/22 22-032( B - 12.0 107.5 3.0 106.6 103.5 96 95 Pass Test Information Drive Weight of Top Bottom Cylinder Volume of Test# Test Location Elevation Reference Cylinder ID Cylinder(lb) Diameter(in) Diameter(In) Height(in) Cylinder(cf) Field Technician 42 Building Pad Fill:Gridlines P,5.2 -2.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2(2") 43 Building Pad Fill:Gridlines P,5.2 -3.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2 2" 44 Building Pad Fill:Gridlines P,4.2 -2.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2(2") 45 Building Pad Fill:Gridlines P,4.2 -3.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2(2") 46 Building Pad Fill:Gridlines M,5.2 -2.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2(2") 47 lBuildingPadFill:Gridlines M,5.2 3.0 Top of PSL Drive 0.977 1.993 1.989 5.990 0.0108 Mike Starkes Subgrade Cylinder 443.2(2") Remarks Comments Related Tests Pass:Density Pass Test# I Related Test# I TestType AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 3 of 4 THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. i Ardaman soil Density - Drive Client: Project: &Associates,Inc. Cylinder Richard K.Davis Construction Corporation 113-19-64-5449A Report Date:03/08/2022 4205 Metzger Road Pursuit Boats Tooling Building Port SL Lucie Branch Test Method:ASTM D 2937 Fort Pierce,FL 34947 3880 St Lucie Boulevard Florida Registration No.5950 Fort Pierce,FL 46D NW Concourse Place,Unit 1 Port St.Lucie,FL 34986 Phone:772-878-0072 �No 5376fi This item has been digitally signed and sealed by Jason Manning on Mar 08,2022 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 4 of 4 THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. t �s Ardamarl Soil Density -Nuclear Client: Project: &Associates,Inc. Gauge Richard K.Davis Construction Corporation 113-19-64-5449A Report Date:03/02/2022 4205 Metzger Road Pursuit Boats Tooling Building Port St.Lucie Branch Test Method:ASTM D6938 Fort Pierce,FL 34947 3880 St Lucie Boulevard Florida Registra0on No.5950 Fort Pierce,FL 450 NW Concourse Place,Unit 1 Port St Lucie,FL 34986 Phone:772-878-0072 Test Results Maximum In Place In Place Optimum Dry In Place Dry Wet Probe Retest Soil Moisture Density (pcf) Moisture Density Density Depth Percent Min Comp. Test# Of Test Date Proctor ID Method Classification %) % (pcf) cf in Compaction (% Remark 58 02/24/22 22-043 A - 9.0 122.5 10.1 116.0 127.7 12 95 95 Pass (Modified) 59 02/24/22 22-043 A - 9.0 122.5 10.2 117.6 129.5 12 96 95 Pass (Modified) 60 02/24/22 22-043 A - 9.0 122.5 9.6 120.2 131.7 12 98 95 Pass (Modified) 61 02/24/22 22-043 A - 9.0 122.5 7.5 117.0 125.8 12 96 95 Pass (Modified) 62 02/24/22- - 22=043- -A -- - -----`--9.-0---- 122.5 11.9 116.0 129.8 12 95 95 Pass _ (Modified) 63 02/24/22 22-043 - - A- - - --"- 9.0 122.5 10.2 117.2 129.2 12 96- _- - 95--- Pass (Modified) 64 02/24/22 22-043 A - 9.0 122.5 8.9 116.6 127.0 12 95 95 Pass (Modified) 65 02/24/22 22-043 A - 9.0 122.5 10.1 '118.2 130.1 12 96 95 Pass (Modified) Test information Gauge Test# Test Location Elevation Reference Make/Model/SN/Calibrated Field Technician 58 Building Pad Fill:Building Pad at Gridlines K,6-7 -1.0 Top of Subgrade Troxler/3430P/80551/ Tech,Port St.Lucie 59 Building Pad Fill:Building Pad at Gridlines H,6-7 -1.0 Top of Subgrade Troxler/3430P/80551! Tech,Port St.Lucie 60 Building Pad Fill:Building Pad at Gridlines F,6-7 -1.0 Top of Subgrade Troxler/3430P/80551/ Tech,Port St.Lucie 61 Building Pad Fill:Building Pad at Gridlines D,6-7_ -1.0 Top of Subgrade Troxler/3430P/80551/ Tech,Port St.Lucie- V62 Building Pad Fill:Building Pad at Gridlines B,6-7 -1.0 Top of Subgrade Troxler/3430P/80551/ _ Tech,Port St.Lucie 63 1 Building Pad Fill:Building Pad at Gridlines B,5-6 110221 Subgrade Troxler/3430P/80551/ Tech,Port St.Lucie 64 Building Pad Fill:Building Pad at Gridlines D,5-6 1.0 Top of Subgrade Troxler/3430P/80551/ Tech,Port St.Lucie 65 1 Building Pad Fill:Building Pad at Gridlines F,5-6 -1.0 1 Top of Subgrade Troxler/3430P/80551/ Tech,Port St.Lucie Remarks Comments Pass:Density Pass Tests are"Direct Transmission"(Method A)unless probe depth is noted as "Backscatter".Gauge calibration data on file with the testing agency. AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 1 of 4 THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDIN( OUR WRITTEN APPROVAL. """""""®Ardaman Soil Density-Nuclear Client: Project: &Associates,Inc. Gauge Richard K.Davis Construction Corporation 113-19-64-5449A Report Date:03/02/2022 4205 Metzger Road Pursuit Boats Tooling Building Port St Lucie Branch Test Method:ASTM D6938 Fort Pierce,FL 34947 3880 St Lucie Boulevard Rodda Registration No.5950 Fort Pierce,FL 460 NW Concourse Place,Unit 1 Port St Lucie,FL 34986 Phone:772-878-0072 Test Results Maximum In Place In Place Optimum Dry In Place Dry Wet Probe Retest Soil Moisture Density (pcf) Moisture Density Density Depth Percent Min Comp. Test# Of Test Date ProctorlD Method Classification (% %) (pc c (in) Compaction % Remark 66 02/24/22 22-043 A - 9.0 122.5 9.5 120.9 132.4 12 99 95 Pass (Modified) 67 02/24/22 22-029 A - 10.5 112.0 10.6 114.6 126.7 12 102 95 Pass (Modified) 68 02/24/22 22-029 A - 10.5 112.0 9.6 114.3 125.3 12 102 95 Pass (Modified) 69 02/24/22 22-043 A -- 9.0 122.5 9.1 115.9 126.4 12 95 95 Pass (Modified) 70 02/24/22 22-043 A - 9.0 122.5 9.7 115.9 127.1 12 95 95 Pass (Modified) 71 02/24/22 22-043 A - 9.0 122.5 6.8 120.9 129.1 12 99 95 Pass (Modified) 72 02/24/22 22-043 A - 9.0 122.5 8.0 121.3 131.0 12 99 95 Pass (Modified) 73 02/26/22 22-043 A - 9.0 122.5 8.5 119.2 129.3 1 12 97 1 95 Pass (Modified) Test Information Gauge Test# Test Location Elevation Reference Make/Model/SN/Calibrated Field Technician 66 Building Pad Fill:Building Pad at Gridlines H,5-6 -1.0 Top of Subgrade Troxler/3430P/80551/ Tech,Port St.Lucie 67 Building Pad Fill:Building Pad at Gridlines K,5-6 -1.0 Top of Subgrade Troxler/3430P/80551/ Tech,Port St.Lucie 68 Building Pad Fill:Building Pad at Gridlines K,4.1-5 -1.0 Top of Subgrade Troxler/3430P/80551/ Tech,Port St.Lucie 69 Building Pad Fill:Building Pad at Gridlines H,4.1-5 -1.0 Top of Subgrade Troxler/3430P/80551/ Tech,Port St.Lucie 70 Building Pad Fill:Building Pad at Gridlines F,4.1-5 -1.0 Top of Subgrade Troxler/3430P 180551/ Tech,Port St.Lucie 71 Building Pad Fill:Building Pad at Gridlines D,4.1-5 1 -1.0 Tap of Subgrade Troxler/3430P/80551/ Tech,Port St.Lucie 72 Building Pad Fill:Building Pad at Gridlines B,4.1-5 -1.0 Tap of Subgrade Troxler/3430P/80551/ Tech,Port St.Lucie 73 Building Pad Fill:Building Pad at Gridlines K,3-4.1 1 -1.0 1 Tap of Subgrade CPN/MC-3/M340507396/ ITech,Port St.Lucie Remarks Comments Pass:Density Pass Tests are"Direct Transmission"(Method A)unless probe depth Is noted as "Backscatter".Gauge calibration data on file with the testing agency. AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 2 of 4 THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDIN( OUR WRITTEN APPROVAL. _ 3 Ardaman soil Density -Nuclear Client: Project: &Associates,Inc. Gauge Richard K.Davis Construction Corporation 113-19-64-5449A Report Date:03/02/2022 4205 Metzger Road Pursuit Boats Tooling Building Port St.Lucie Branch Test Method:ASTM D6938 Fort Pierce,FL 34947 3880 St Lucie Boulevard Florida Registration No.5950 Fort Pierce,FL 460 NW Concourse Place,Unit 1 Port St Lucie,FL 349e6 Phone:772-87e-0072 Test Results Maximum In Place In Place Optimum Dry in Place Dry Wet Probe Retest Soil Moisture Density (pcq Moisture Density Density Depth Percent Min Comp. Test Of Test Date ProctorlD Method Classification (%) (%) (pc ( cf) (in) Compaction % Remark 74 02/25/22 22-043 A - 9.0 122.5 7.0 121.6 130.1 12 99 95 Pass (Modified) 75 02/25/22 22-043 A - 9.0 122.5 10.1 120.3 132.5 12 98 95 Pass (Modified) 76 02/25/22 22-043 A - 9.0 122.5 8.2 121.9 131.9 12 100 95 Pass (Modified) 77 02/25/22 22-029 A -- 10.5 112.0 8.3 115.6 125.2 12 103 95 Pass (Modified) 78 02/25/22 22-043 A - 9.0 122.5 8.1 119.8 129.5 12 98 95 Pass Modified 79 02/25/22 22-043 A - 9.0 122.5 8.9 117.9 128.4 12 96 95 Pass Modified 80 02/26/22 22-043 A - 9.0 122.5 8.4 118.5 128.5 12 97 95 Pass (Modified) 81 02/25/22 22-029 A - 10.5 112.0 9.5 115.4 126.4 12 103 95 Pass (Modified) Test Information Gauge Test# Test Location Elevation Reference Make/Model I SN I Calibrated Field Technician 74 Building Pad Fill:Building Pad at Gridlines H,3-4.1 -1.0 Top of Subgrade CPN/MC-3/M340507396! Tech,Port St.Lucie 75 Building Pad Fill:Building Pad at Gridlines F,3-4.1 -1.0 Top of Subgrade CPN/MC-3/M340507396! Tech,Part St.Lucie 76 Building Pad Fill:Building Pad at Gridlines D,3-4.1 -1.0 Top of Subgrade CPN/MC-3/M3405073961 Tech,Port St.Lucie 77 Building Pad Fill:Building Pad at Gridlines B,3-4.1 -1.0 Top of Subgrade CPN/MC-3/M340507396! Tech,Port St.Lucie 78 Building Pad Fill:Building Pad at Gridlines B,1-3 -1.0 Tap of Subgrade CPN/MC-3/M340507396/ Tech,Port St.Lucie 79 Building Pad Fill:Building Pad at Gridlines D,1-3 1 -1.0 ITop of Subgrade CPN/MC-3/M340507396/ Tech,Port St.Lucie 80 Building Pad Fill:Building Pad at Gridlines F,1-3 -1.0 1 Tap of Subgrade CPN/MC-3/M340607396/ Tech,Part St.Lucie 81 Building Pad Fill:Building Pad at Gridlines H,1-3 -1.0 Tap of Subgrade CPN/MC-3/M340507396/ Tech,Port St.Lucie RemarKs Comments Pass:Density Pass Tests are"Direct Transmission"(Method A)unless probe depth is noted as "Backscatter".Gauge calibration data on file with the testing agency. AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 3 of 4 THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDIN( OUR WRITTEN APPROVAL. III !• N Ardaman Soil Density -Nuclear Client: Project: &Associates,Inc. Gauge Richard K.Davis Construction Corporation 113-19-64-5449A Report Date:03/02/2022 4205 Metzger Road Pursuit Boats Tooling Building Port St Lucie Branch Test Method:ASTM D6938 Fort Pierce,FL 34947 3880 St Lucie Boulevard Rodda Registration No.5950 Fort Pierce,FL 460 NW Concourse Place,Unit 1 Port St.Lucie,FL 34986 Phone:772-878-0072 Test Results Maximum In Place In Place Optimum Dry In Place Dry Wet Probe Retest Soil Moisture Density (pcf) Moisture Density Density Depth Percent Min Comp. Test# Of Test Date Proctor ID Method Classification % %) (pcf) ( c in Compaction % Remark 82 02/25/22 22-043 A — 9.0 122.5 8.4 117.9 127.8 12 96 95 Pass (Modified) Test Information Gauge Test# Test Location Elevation Reference Make I Model I SN/Calibrated I Field Technician 82 Building Pad Fill:Building Pad at Gridlines K,1-3 -1.0 1 Top of Subgrade CPN/MC-3/M340507396 ITech,Port St.Lucie Remarks Comments Pass:Density Pass Tests are"Direct Transmission"(Method A)unless probe depth is noted as "Backscatter'.Gauge calibration data on file with the testing agency. ...u...... ,. �QpAKER•N Na 57385 •;aGr O••, STATE OF Z� 646 This item has been digitally signed and sealed by Jason Manning on Mar 02,2022 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 4 of 4 THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDIN( OUR WRITTEN APPROVAL. A PU�suIT Box Ts IIII�® 11 Ardaman soil Density -Nuclear Client: PgX"-lT 0 P�/: ^ 017,1-2-6 &Associates,Inc. Gauge Richard K.Davis Construction Corporation 113-19-64-5449A Report Date:03/17/2022 4205 Metzger Road Pursuit Boats Tooling Building Port St Lucie Branch Test Method:ASTM D6938 Fort Pierce,FL 34947 3880 St Lucie Boulevard Rocca Registration No.5950 Fort Pierce,FL 460 NW Concourse Place,Unit 1 Port St Lucie,FL 34986 Phone:772-878-0072 Test Results Maximum In Place In Place Optimum Dry In Place Dry Wet Probe Retest Soil Moisture Density (pcf) Moisture Density Density Depth Percent Min Comp. Test# Of Test Date Proctor ID Method Classification % (%) ( c c in Compaction % Remark 129 03/14/22 22-044 A -- 14.5 104.0 7.5 103.7 111.5 12 100 98 Pass (Modified) 130 03/14/22 22-029 A - 10.5 112.0 6.1 112.0 118.8 12 100 98 Pass (Modified) 131 03/14/22 22-042 A - 14.5 100.5 13.1 100.1 113.2 12 100 98 Pass (Modified) 132 03/14/22 22-044 A - 14.5 104.0 14.8 103.4 118.7 12 99 98 Pass (Modified) 133 03/14/22 22-042 A - 14.5 100.5 12.0 101.2 113.3 12 101 98 Pass Modified 134 03/14/22 22-032 B - 12.0 107.5 5.2 105.6 111.1 12 98 98 Pass (Modified) 135 03/14/22 22-042 A - 14.5 100.5 5.4 100.6 106.0 12 100 98 Pass (Modified) 136 03/14/22 22-044 A - 14.5 104.0 7.4 102.8 110.4 12 99 98 Pass (Modified) Test Information Gauge Test# Test Location Elevation Reference Make I Model I SN I Calibrated Field Technician 129 Building-Column Pad:Building Column Pad at Gridlines A,7 -1.0 Top of Subgrade Troxler/3430P 180551! Tech,Port St.Lucie 130 Building-Continuous Footing:Building Footing at Gridlines A,6-7 -1.0 Top of Subgrade Troxler/3430P/80551/ Tech,Port St.Lucie 131 Building-Column Pad:Building Column Pad at Gridlines D,7 -1.0 Top of Subgrade Troxler/3430P/80551! Tech,Part St.Lucie 132 Building-Slab on Grade:Building Footing at Gridlines F-G,7 -1.0 Top of Subgrade Troxler!3430P/80551/ Tech,Port St.Lucie 133 Building-Column Pad:Building Column Pad at Gridlines J,7 -1.0 Top of Subgrade Troxler/3430P/80551/ Tech,Pon St.Lucie 134 Building-Column Pad:Building Column Pad at Gridlines H,6 -1.0 Top of Subgrade Troxler/3430P/80551/ Tech,Pan St.Lucie 135 Building-Column Pad:Building Column Pad at Gridlines F,5 -1.0 Top of Subgrade Troxler/3430P/805511 ITech,Port St.Lucie 136 Building-Column Pad:Building Column Pad at Gridlines D,6 -1.0 Top of Subgrade Troxler!3430P/80551/ Tech,Port St.Lucie Remarks Comments Pass:Density Pass Tests are"Direct Transmission"(Method A)unless probe depth is noted as "Backscatter".Gauge calibration data on file with the testing agency. AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 1 of 3 THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ®®Ardaman soil Density - Nuclear Client: Project: &Associates,Inc. Gauge Richard K.Davis Construction Corporation 113-19-64-5449A Report Date:03/17/2022 4205 Metzger Road Pursuit Boats Tooling Building Port St Lucie Branch Test Method:ASTM D6938 Fort Pierce,FL 34947 3880 St Lucie Boulevard Florida Registragon No.5950 460 NW Concourse Place,Unit 1 Fort Pierce,FL Port St Lucie,FL 34985 Phone:772-878-0072 Test Results Maximum In Place In Place Optimum Dry In Place Dry Wet Probe Retest Soil Moisture Density (pcf) Moisture Density Density Depth Percent Min Comp. Test# Of Test Date Proctor to Method Classification %) % (pc (pc (in) Compaction % Remark 137 03/14/22 22-044 A - 14.5 104.0 9.8 102.1 112.1 12 98 98 Pass (Modified) 138 03/14/22 22-032 B - 12.0 107.5 5.4 106.3 112.0 12 99 98 Pass (Modified) 139 03/14/22 22-042 A -- 14.5 100.5 6.3 98.2 104.4 12 98 98 Pass (Modified) 140 03/14/22 22-044 A - 14.5 104.0 8.3 103.4 112.0 12 99 98 Pass (Modified) 141 03/14/22 22-042 A -- 14.5 100.5 4.7 100.6 105.3 12 100 98 Pass (Modified) 142 03/14/22 22-044 A -- 14.5 104.0 8.4 102.6 111.2 12 99 98 Pass (Modified) 143 03/14/22 22-042 A - 14.5 100.5 10.3 99.6 109.9 12 99 98 Pass (Modified) 144 03/14/22 1 22-032 B - 12.0 1 11.1 105.8 117.5 12 98 98 Pass (Modified) 07.5 Test Information Gauge Test# Test Location Elevation Reference Make/Model/SN/Calibrated Field Technician 137 Building-Column Pad:Building Column Pad at Gridlines C,4.3 -1.0 Top of Subgrade Troxler/3430P 180551/ Tech,Port St.Lucie 138 Building-Column Pad:Building Column Pad at Gridlines A,4 -1.0 Top of Subgrade Troxler/3430P 180551/ Tech,Port St.Lucie 139 Building-Continuous Footing:Building Footing at Gridlines A,4.2-4.3 -1.0 Top of Subgrade Troxler/3430P/80551/ Tech,Port St.Lucie 140 Building-Column Pad:Building Column Pad at Gridlines D,4 -1.0 Top of Subgrade Troxler/3430P/80551/ Tech,Port St.Lucie 141 Building-Continuous Footing:Building Footing at Gridlines E-F,4 -1.0 Tap of Subgrade Troxler!3430P/80551/ Tech,Port St.Lucie 142 Building-Column Pad:Building Column Pad at Gridlines L,7 -1.0 Top of Subgrade Troxler!3430P/80551/ Tech,Port St.Lucie 143 Building-Column Pad:Building Column Pad at Gridlines N,7 -1.0 Top of Subgrade Troxler/3430P 180551/ Tech,Port St.Lucie 144 Building-Continuous Footing:Building Footing at Gridlines M-N,7 -1.0 Tap of Subgrade Troxler/3430P/80551/ Tech,Part St.Lucie Remarks Comments Pass:Density Pass Tests are"Direct Transmission"(Method A)unless probe depth is noted as "Backscatter'.Gauge calibration data on file with the testing agency. AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 2 of 3 THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. �'Ardaman soil Density -Nuclear Client: Project: --&Associates,Inc. Gauge Richard K.Davis Construction Corporation 113-19-64-5449A Report Date:03/17/2022 4205 Metzger Road Pursuit Boats Tooling Building Port St.Lucie Branch Fort Pierce,FL 34947 3880 St Lucie Boulevard Florida Registration No.5950 Test Method:ASTM D6938 460 NW Concourse Place,Unit 1 Fart Pierce,FL Port St.Lucie,FL 34986 Phone:772-878-0072 `QpRKERrr�',. v V 6TATEOF �SSi�NAL E�G�� This item has been digitally signed and sealed by Jason Manning on Mar 18,2022 using a Digital Signature, Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 3 of 3 THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.