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Home My WebLink AboutEngineering Headquarters ` 113415 U.S. Highway 1 9 ENGINEERINP PO Box 78-113777 Sebastian, FL. 32958 ,� AND TESTING Sebastian, FL. 32978 Orlando Phone: 772-589-0712 723 Progress.Way C.A.#5693 Sanford, FL. 32771 KSMengineering.net Revised: March 12, 2020 KSM JOB#: 200959-1d/SH/jo CONTRACTOR: John Sweeney 14488 Dalia Avenue Fort Pierce, Florida JOB LOCATION: 5281 Treetop Trail Fort Pierce, Florida MAR 2.4 202Q pe Si.Itting e p tent PERMIT#: 1910-0505 To Whom it may concern, As requested, we tested the compacted fill for the house pad. To determine if the fill was properly compacted on the pad to a depth of 4 feet, we performed nuclear density tests on the top two feet. To estimate the soil density below a depth of 2 feet we used a Static Cone Penetrometer. During the tests, a shaft with a conical point is pushed through soil and the soil resistance measured on a calibrated gauge. After the soil resistance is measured,the hole is advanced with a hand-auger in 1-foot increments to permit a continuation of measurement of density versus depth. Test Results: Nuclear density tests performed on the top 2 feet indicates the compaction exceeds the project specifications of 95% (ASTM 1557). Static Cone Penetrometer readings indicate the compacted backfill below 2 feet are generally well compacted to a depth of 4 feet. Based on the nuclear density tests and Static Cone Penetrometer readings, it appears the fill on the house pad was properly compacted. Should you have any question, please feel free to contact our office. Respectfully, ♦o!!+clslaPPPa�� tiny♦� �,�^�.��'��t t 4�D 4,� ,Oa°_°sue♦��°Y ♦ �+,) SN` . ti July §=i�gl`Lpt`P.E. of r� .,}�I..36b••''r '��ti�� 03/12/20 PPP7F l!!7!Gpi�I uilding Department; sweens1958@gmail.com P ' Proudly Serving Florida since 1990, Headquarters t ENGINEERINPPO Box 78-11 11345 U.S. Highway 1 3777 � ling Sebastian, FL. 32958 IN% AND TESTING Sebastian, FL. 32978 Orlando Phone: 772-589-0712 723 Progress Way SOIL COMPACTION REPORT C.A.#5693 Sanford, FL. 32771 KSMengineering.net ASTM D 1557 and ASTM D 6938 DATE TESTED: February 27, 2020 KSM JOB#: 200959-1d/SH/jo PERMIT#: 1910-0505 NUC# 528 CONTRACTOR: John Sweeney Nuc Model: MC-10R-P JOB LOCATION: 5281 Treetop Trail Nuc Serial#: MD049528 Fort Pierce, Florida ITEM TESTED: Compacted Foundation Fill- 1st and Final Lift TEST LOCATION PEN DRY MAX. DRY PERCENT OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F.) COMPACTION 1. S.E. 0" - 12" 46 108.9 112.0 97.2% 2. S.W. 0" - 12" 46 109.1 97.4% 3. Center 12" -24" 42 110.4 98.6% 4. N.W. 12".-24" 41 110.1 98.3% 5. N.E. 011'- 12" 41 109.8 98.0% Soil Description: Brown Sand with Shell In Place Moisture: 9.6 Proctor Optimum Moisture: 11.0% Proctor Max. Dry Density: P.C.F. 112.0 @ Test Locations the Density& Penetrometer reading indicate the Degree of Compaction Meets Minimum Required for Unstaked Foundation 0Er axaz+a[[r rPr;ee,q� +` �'L.•'_�:i,; - °> Disclaimer: Contractor is responsible to maintain the tested area in the condition that KSM W rbo completed the indicated passed compaction test. --- = KSM is not responsible if the tested area has been •f ie ter+';s P'` altered from the approved inspected condition. ri 1 �' J • �✓� .� 3/12 2020 °•eaaee,,,saaaaa Proudly Serving Florida since 1990 Headquarters1345 U.S. Highway 1 1 f ENGINEERING PO Box 78-11377 Orlando Sebastian, FL. 32958 ,� AVL AND TESTING Phone:tian 589-0712 723 Progress Way SOIL COMPACTION REPORT C.A.#5693 Sanford, FL. 32771 ASTM D 1557 KS Meng ineering.net DATE TESTED: February 27, 2020 KSM JOB#: 200959-1d/SH/jo PERMIT#: 1910-0505 CONTRACTOR: John Sweeney JOB LOCATION: 5281 Treetop Trail Fort Pierce, Florida 113.0 I I I I I W E I I I I I I G I I I I I I H 112.0 —.._. —..—. —..— —..—. —..—.. —..—. T I I I I I I P I I I I I I C I I I I 111.0 —..—.. ._..—..—. F I I I I I I I I I I p I I I I I R110.0 �..—..—..�..—..—.._1 ..—..—..�.._..—..�..—..—..— —..—..—. Y I I I I I I I I I I I I I I I I I I 109.0 —..—..—.. ..—..—.. ..—..—.. ..—..—..�..—..—..—�.—.:—..—, 8 9 10 11 12 13 14 Moisture-%of Dry Weight Soil Description: Brown Sand with Shell Proctor Optimum Moisture: 11.0% Proctor Max. Dry Density: P.C.F. 112.0 Julie E. Keller, P.E. President PE#68366 3/12/2020 Proudly Serving Florida since 1990 neduquaiLeis Mailing 11345.U.S. Highway 1 ENGIEERIND PO Box 78-1377 Orlando Sebastian, FL. 32958 "ToJJ*% AND TESTING Phonet'an 772 589-0712 723 Progress Way C.A.#5693 Sanford, FL. 32771 KSMengineering.net Revised: March 12,2020 KSM JOB# : 200959-1d/SH/jo CONTRACTOR: John Sweeney 14488 Dalia Avenue Fort Pierce, Florida JOB LOCATION: 5281 Treetop Trail Fort Pierce, Florida PERMIT#: 1910-0505 To Whom it may concern, As requested,we tested the compacted fill for the house pad. To determine if the fill was properly compacted on the pad to a depth of 4 feet, we performed nuclear density tests on the top two feet. To estimate the soil density below a depth of 2.feet we used a Static Cone Penetrometer. During the tests, a shaft with a conical point is pushed through soil and the soil resistance measured on a calibrated gauge. After the soil resistance is measured,the hole is advanced with a hand-auger in 1-foot increments to permit a continuation of measurement of density versus depth. Test Results: Nuclear density tests performed on the top 2 feet indicates the compaction exceeds the project specifications of 95% (ASTM 1557). Static Cone Penetrometer readings indicate the compacted backfill below 2 feet are generally well compacted to a depth of 4 feet. Based on the nuclear density tests and Static Cone Penetrometer readings, it appears the fill on the house pad was properly compacted. Should you have any question, please feel free to contact our office. Respectfully, - aas� F +a O O (`1 . P o : C�7 a Y O � 1✓/ r. 011.+ J Keller E. !�: ♦ '4 R i +,a opB �Ider •e..' c o% ,,+`�� 03/12/20 Email,16"5'erucie Building Department; sweens1958@gmail.com Proudly Serving Florida since 1990 iing neaayuaS,. H ENGINEERIND PO Box 13777 11,345_U.S. Highway 1 78-1 Orlando Sebastian, FL. 329581%,U-AM,, AND TESTING Ph net'an 772 589 0712 723 Progress Way SOIL COMPACTION REPORT C.A.#5693 Sanford, FL. 32771 KSMengineering.net ASTM D 1557 and ASTM D 6938 DATE TESTED: February 27, 2020 KSM JOB# : 200959-1d/SH/jo PERMIT#: 1910-0505 NUC# 528 CONTRACTOR: John Sweeney Nuc Model: MC-10R-P JOB LOCATION: 5281 Treetop Trail Nuc Serial#: MD049528 Fort Pierce, Florida ITEM TESTED: Compacted Foundation Fill- 1st and Final Lift TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F.) COMPACTION 1. S.E. 0" - 12" 46 108.9 112.0 97.2 2. S.W. 0" - 12" 46 109.1 97.4% 3. Center 12"-24" 42 110.4 98.6% 4. N.W. 12"-24" 41 110.1 98.3% 5. N.E. 0" - 12" 41 109.8 98.0% Soil Description: Brown Sand with Shell In Place Moisture: 9.6 Proctor Optimum Moisture: 11.0 Proctor Max. Dry Density: P.C.F. 112.0 @ Test Locations the Density& Penetrometer reading indicate the Degree of Compaction Meets Minimum Required for Unstaked Foundation °��••{'�' ''' a `' _�'' Disclaimer: Contractor is responsible to maintain the tested area in the condition that KSM rao. _ completed the indicated passed compaction test. KSM is not responsible if the tested area has been s ° q ' '.ie "JG�t:� r;� E. X;% altered from the approved inspected condition. �": ,�Si �;.J , • ram`' o P. _ 66"' ; . �ti'' 3/12/2020 Proudly Serving Florida since 1990 Heaclq 1$345- .S. H Sk ENGINEERING PO Box 78-11377 11�345-U.S. Highway 1 .. .: ,.,..._ _ Orlando n, FL. 32958 Jww II- AND TESTING Phonet'an 772 589-0712 723 Progress Way SOIL COMPACTION REPORT C-A.#5693 Sanford, FL. 32771 ASTM D 1557 KSMengineering.net DATE TESTED: February 27,2020 KSM JOB#: 200959-1d/SH/jo PERMIT#: 1910-0505 CONTRACTOR: John Sweeney JOB LOCATION: 5281 Treetop Trail Fort Pierce, Florida 113.0 I I I I I W E I I I I I I G I I I I I I H 112.0 —..—. —..—. —..— —..—. —..—.. —..—. T r. I .. .r. �.. —r. P I I I I I I C I I I I I 111.0 .-------. F I I I I I I p I I I I I R110.0 a--..—..—..L..—..—...J_..—..—..�..—..—..�..-..—..— —..—..—. Y I I I I I I I I I I I I I I I I I I 109.0 —..—..—.. ..—..—.. ..—..—.. ..—..—..�.._..—..—�.-------, 8 9 10 11 12 13 14 Moisture-%of Dry Weight Soil Description: Brown Sand with Shell Proctor Optimum Moisture: 11.0% Proctor Max. Dry Density: P.C.F. 112.0 Julie E. Keller, P.E. President PE tt 68366 3/12/2020 Proudly Serving Florida since 1990 neauqudi�eis Marring ENGINEERING PO Box 78-1377 11345 U.S. Highway 1 IRLS6bastiaan Orlando n, FL. 32958 L%% AND TESTING, Phonetl772 589-0712 723 Progress Way C.A.#5693 Sanford, FL.. 32771 KSMengineering.net Revised: - March 12,2020 _ 4 KSM JOB# : 200959-1d/SH/jo CONTRACTOR: John Sweeney _ 14488 Dalia Avenue Fort Pierce, Florida JOB LOCATION: 5281 Treetop Trail Fort Pierce, Florida PERMIT#: 1910-0505 To Whom it may concern; As requested,we tested the compacted fill for the house pad. To determine if the fill was properly compacted on the'pad to a depth of 4 feet, we performed nuclear density tests on the top two feet: To estimate the soil density below a depth of 2.feet we used a Static Cone Penetrometer. During the tests, a shaft with a conical point is pushed through soil and the soil resistance measured on a calibrated gauge., After the soil resistance is measured,the hole is advanced with a hand-auger-in 1-foot increments to permit a continuation of measurement of density versus depth. Test Results: Nuclear density tests performed on the top 2-feet indicates the compaction exceeds-the project specifications'of 95% (ASTM 1557). Static Cone Penetrometer readings indicate the compacted backfill below 2,feet are generally well compacted to a depth of 4 feet. Based on the nuclear density tests and Static Cone Penetrometer readings, it appears the fill on the house pad was properly compacted: Should you have any question, please feel free-to contact our office. - Respectfully, _ '�tL6S3611/iy tilt r �• �`'e��,� J6�� , / 12 03 20 / Yoit�Building Department; sWeens1958@gmail.com : Proudly Serving Florida since 1990' iing 11345 U.S. H ENGINEEGIND PO Box 78-1'3777 11345 .S. Highway 1 OrlandoSeba�stian, FL. 329 Z%I;J 58 AVILAND TESTING Phonet'772 589 0712 723 Progress Way SOIL COMPACTION REPORT C.A.#5693 Sanford, FL. 32771 KSMengineering.net ASTM D 1557 and ASTM D 6938 DATE TESTED: February 27, 2020 KSM JOB#: 200959-1d/SH/jo PERMIT#: 1910-0505 NUC# 528 CONTRACTOR: John Sweeney Nuc Model: MC-10R-P JOB LOCATION: 5281 Treetop Trail Nuc Serial#: MD049528 Fort Pierce, Florida ITEM TESTED: Compacted Foundation Fill -1st and Final Lift TEST LOCATION PEN DRY MAX. DRY PERCENT OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F.) COMPACTION 1. S.E. 0" - 12" 46 108.9 112.0 97.2 2. S.W. 0"- 12" 46 109.1 97.4% 3. Center 12" -24" 42 110.4 98.6% 4. N.W. 12"-24" 41 110.1 98.3% 5. N.E. 0" - 12" 41 109.8 98.0% Soil Description: Brown Sand with Shell In Place Moisture: 9.6% Proctor Optimum Moisture: 11.0% Proctor Max. Dry Density: P.C.F. 112.0 @ Test Locations the Density& Penetrometer reading indicate the Degree of Compaction Meets Minimum Required for Unstaked Foundation Disclaimer: Contractor is responsible to maintain the tested area in the condition that KSM completed the indicated passed compaction test. -� KSM is not responsible if the tested area has been -��, Jceli sWlFer altered from the approved inspected condition. 3/12/2020 'Yd�,iai�y�ta�t Proudly Serving Florida since 1990 rieaaquarters ENGINEERINO Mailing 11345 U.S. Highway 1 PO Box 78-1377 Sebastian, FL. 32958 K61 ,L%% AID TESTING Sebastian, 58L. -0712 32978 Orlando Phone: 772-589-0712 723 Progress Way SOIL COMPACTION REPORT C.A.#5693 Sanford, FL. 32771 ASTM D 1557 KSMengineering.net DATE TESTED: February 27, 2020 KSM JOB#: 200959-1d/SH/jo PERMIT#: 1910-0505 CONTRACTOR: John Sweeney JOB LOCATION: 5281 Treetop Trail Fort Pierce, Florida 113.0 W I I I I I E I 1 I I I I G I I I I I I H112.0 -j---..—..—.. ..—..—...r..—..— —..—..�..—..—..—r. _..—..—. T I I I I I I P . C 111.0 -I-- — ..—..�..—. _{ ..—..—..� ..—..—..�.. —..—E.—..—..—. F j I I I I I D I I I I I R110.0 --.:—..—..1—..—..—..1..—..—..-1..—..—...�..—..—..— .—..—..—. Y I I I I I I j I I I I I j j I I I I 109.0 --..—..—..L. ..—..—.. ..—..—..�.. _..—..—�.—..—.. 8 9 10 11 12 13 14 Moisture-%of Dry Weight Soil Description: Brown Sand with Shell Proctor Optimum Moisture: 11.0% Proctor Max. Dry Density: P.C.F. 112.0 Julie E. Keller, P.E. President PE#68366 3/12/2020 Proudly Serving Florida since 1990