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Home My WebLink AboutDensity Report a ® Ard a m e n Ar Cone u se Place,U Inc, 460 NW Concourse Place,Unit 1 Port St.Lucie,FL 34986 one&Associates, Inc. Ph FAX 772(772)878.0097 Florida Certificate of Authorization No,00005950 MODIFIED PROCTOR (ASTM D-1557) Project Name: 6300 S.Steele Blvd Date Sampled: 7/16/2021 Project Location: 6300 S.Steele Blvd,Fort Pierce,FL Sampled By: ML File Number: 20.5510A Date Tested: 7127/2021 Client Name: D&D Welding Tested By: RT -==T o -,-- ------ - - -- �_- _-- ---_ - - - T _1— W Z 000 r� o w 1 —,— _;— — t L6R VALUE(/o) o _ — - -- — -- - --- -- _- -�- +4 MATERIAL - --- - - --- -- .4 MATERIAL(/o) 1010 � E --I-- ----- - i ��— _ —r- 1.0 O 1 2 3 4 6 6 7 6 9 10 11 12 13 14 15 16 17 18 19 20 MOISTURE CONTENT(%) 130 I!!_ 01 -1 i RY , rr � 1 (� f 11 t i Z. { -4! I DENSITY cf' 125 I 11 I111 108.0 _ II (1 :I t ' a 120 MOISTURE(%) , lilt I 11.0 i. I ! it t'7I TI'l r PERCENT116 ! lilt i !!l FINES(%) NIA >-110 tl i IN Iil!,! - + Curves 100 o Saturation t lilt _ for Specific Gravity Equal ;106TIT( fT 2.60 17 � ! r 2,05 - — f r t --r- 2.70 100 r 0 1 2 3 4 5 6 7 8 6 10 11 12 13 14 15 16 17 18 19 20 MOISTURE CONTENT(%) SAMPLE NUMBER: 21-138 SAMPLE DESCRIPTION: Gray Fine Sand with Trace Roots and Organics SAMPLE LOCATION: Building Pad PROPOSED USE: Pad �1\E�^_J LIC Our letters and reports are for the exclusive use of the client to whom they are addressed and shell not he , N reproduced except in full wi tcut the approval of the testing laboratory.The use of our name must receive our ! 0 639, ��C) written approval,Our letters and reports apply only to the sample tested and.or Inspected,and are not Irdicetive of the quantities of apparently Indentical or similar products. Q/17121�Q 1 �n Jgrailtic FI Ida Llc a N t,'T.RI.?_•-\��ei�� /��hA! ®'w Ardaman in-Place Density Report Client: Project: &Associates, Inc. Report Date:07/2812021 D&D Welding 113-20-64-5510A Test Method:ASTM D6938 5300 S.STEELE BLVD. 5300 S Steele Blvd Part SL Lucia Branch FORT PIERCE,FL 34946 5300 S Steele Blvd Florida Registration No.NW e'U Fort Pierce,FL 460 N Concourse Plece,Unit 1 Port St Lude,FL 349M Phone:772-87MD72 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 N N (pcf) (pcf) (in) Compaction M Remark 1 07/15/21 21-138 A - 11.0 108.0 6.8 106.5 113.7 12 99 95 Pass (Modified) 2 07/15/21 21-138 A - 11.0 108.0 6.3 104.2 110.8 12 96 95 Pass (Modified) 3 07/15/21 21-138 A - 11.0 108.0 4.2 102.9 1072 12 95 95 Pass (Modified) 4 07/15/21 21-138 A - 11.0 108.0 4.0 105.3 109.5 12 98 95 Pass (Modified) 5 07/21/21 21-138 A - 11.0 108.0 15.9 102.1 118.3 12 95 95 Pass (Modified) 6 07/21/21 21-138 A - 11.0 108.0 11.8 104.0 116.3 12 96 95 Pass (Modified) 7 07/21/21 21-138 A - 11.0 108.0 11.5 105.6 117.7 12 98 95 Pass (Modified) 8 07/21/21 21-138 A - 11.0 108.0 10.0 1052 115.7 12 97 95 Pass (Modified) Test Information Gauge Test# Test Location Elevation Reference Make/Model I SN/Calibrated Field Technician 1 Building Pad Fill:Building Pad Fill.E Building Area -1.0 Top of Existing CPN I MC-31 M330907151 I Tech,Port St Lucie 2 Building Pad Fill:Building Pad Fill.Center Building Area -1.0 Top of Existing CPN I MC-3/M330907151/ Tech,Port St.Lucie 3 Building Pad Fill:Building Pad Fill.W Building Area -1.0 Top of Existing CPN/MC-3/M330907151/ Tech,Port St Lucie 4 Br.tih+ln2 Pad Fill:Building Pad Fill.NArea -1.0 Top of Existing CPN/MC-3/M330907151/ Ted:,Port St 1 1!cie 5 Building Pad Fill:Building Pad Fill.E Area 1.0 Existing Ground CPN/MC-3I M330907151/ Tech,Port St Lucie 6 Building Pad Fill:Building Pad Fill.Center Area 1.0 Existing Ground CPN/MC-31 M330907151/ Tech,Port St Lucie 7 Building Pad Fill:Building Pad Fill.W Area 1.0 Existing Ground CPN/MC-3/M330907151/ Tech,Port St Lucie 8 Building Pad Fill:Building Pad Fill.N Area 1.0 Existing Ground CPN I MG-3/M330907151/ Tech,Port St Lucie Remarks Comments Pass:Density Pass Tests are"Direct Transmission"(Method A)unless probe depth is noted as IBackscatter.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 PENDIN( OUR WRITTEN APPROVAL. ' 'w Ardaman In-Place Density Report Client: Project: &Associates, Inc. Report Date:07/28/2021 D&D Welding 113-20-64-5510A Test Method:ASTM D6938 5300 S.STEELE BLVD. 5300 S Steele Blvd Port St.Lucie Branch FORT PIERCE,FL 34946 5300 S Steele Blvd Florida Registration No.6950 Fort Pierce,FL 460 NW Concoume Place,Unit t 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 M (%) (pcf) (pcf) (in) Compaction (%) Remark 9 07/26/21 21-138 A — 11.0 108.0 4.0 108.8 113.2 12 101 95 Pass (Modified) 10 07/26/21 21-138 A — 11.0 108.0 5.3 107.6 113.3 12 100 95 Pass (Modified) 11 07126/21 21-138 A — 11.0 108.0 3.9 108.1 112.3 12 100 95 Pass (Modified) 12 07/26/21 21-138 A — 11.0 108.0 4.8 107.7 112.9 12 100 95 Pass (Modified) 13 07/26/21 21-138 A — 11.0 108.0 42 108.3 1 112.8 1 12 1 100 95 Pass (Modified) Test Information Gauge Test# Test Location Elevation Reference Make/Model/SN/Calibrated Field Technician 9 Building Pad Fill:Final Lift of Building Pad.NW Comer of Pad -1.0 Top of pad Troxler/T-3430/21330 1 Tech,Port St.Lucie 10 Building Pad Fill:Final Lift of Building Pad.NE Comer of Pad -1.0 Top of pad Troxler/T-3430/21330 1 Tech,Port St.Lucie 11 Building Pad Fill:Final Lift of Building Pad.Center of Pad -1.0 Top of pad Troxler/T-3430/21330/ Tech,Port St Lucie 12 Building Pad Fill:Final lift of Building Pad.SW Corner of Pad -1.0 Top of pad Troxler/T-3430 121330 1 Tech,Port SL Lucie 13 Building Pad Fill:Final Lift of Building Pad.SE Comer of Pad i -1.0 Top of pad Troxler/T-MO/21330/ 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. a 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 PENDIN( OUR WRITTEN APPROVAL. ®® Ardaman In-Place Density Report client: Project: &Associates, Inc. Report Date,07/28/2021 D&D Welding 113-20-64-5510A Test Method:ASTM D6938 5300 S.STEELE BLVD. 5300 S Steele Blvd Port St Lucie Branch FORT PIERCE,FL 34946 5300 S Steele Blvd Florida Registration No.595D ► Fort Pierce,FL 460 NW concourse Place,unit Port St Lucie,FL 34986 Phone:772-878-0072 1��9�IJJd I C EN `�� ,IyG °, , ✓ s No * ' •639l9= � l a�IQ OF This item has been digitally signed and sealed by Branch Manager Dan J.Zrallack,P.E.on Jul 29,2021 using a Digital Signature_ Printed copies of this document are not considered signed .t 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 PENDIN( OUR WRITTEN APPROVAL.