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Home My WebLink About07050034 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 Revised June 6, 2007 Automotive Structures Nick Bishop P. O. Box 3916 Peachtree City, GA 30269 J:lecel"eo ~UN 1 1 ?Dol St. I.. l.iblic ~ I.IC:/. cOrle. Ol.l"h~ ." 1:1.. Re: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida Perm it #: 0705-0034 KSM Project #: 700960-11 d Dear Mr. Bishop: Enclosed I please find the nuclear density test results performed on the column pads at the above referenced project. Should you have any questions, please feel free to call. Id G. K a TO:n~72_468_f¿1~-07 iver Copy To: 51. Lucie County Building Department RGK:clm KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 r.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: May 31,2007 0705-0034 KSM JOB #: 700960-11d/JUclm PERMIT #: CONTRACTOR: Automotive Structures JOB LOCATION: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida MA TERIAL: A) Brown Slightly Clayed Fine Sand B) Gray Slightly Silty Fine Sand ITEM TESTED: Column Pads TEST LOCATION DEPTH MOl S- *PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE Grid Line 1. A-1 0" - 12" 10.8 200+ 114.2 A) 115.2 99.1 2. A-4 13.3 102.5 B) 103.1 99.4 3. A-10 102.1 99.0 4. A-12 102.0 98.9 5. A-16 102.3 99.2 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.Ä.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NEr ST. LUCIE (772) 229-9093 FAX (772) 589-6469 DATE TESTED: PERM IT #: CONTRACTOR: JOB LOCATION: MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) May 31,2007 KSM JOB #: 700960-11 pa 0705-0034 Automotive Structures Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida >- ~ o u.. () 0... r- I <.9 w $ 117.0 r - - r - - T - - T - - ì - - -, - - ì - - -1- --I I I I I I I I I 1 116 0 L - - L - - L - - 1 - _ 1 _ _ .J _ _ _I _ _ _1_ _ _I . I I I I I 1 1 I 1 I 1 I I I 1 I I I 115.0-+---.J---+--+-- -- --1---1-__1 1 1 1 1 1 1 1 I 1 I 1 1 1 I 1 114.0-r--¡--¡--¡--ï--.--. --1---1 I I I 1 I I' 1 I I I I . I I I I 1 1 113.0 T - -,- - I - - T - -1- -,- - -1- - -1- --I 1 1 1 I 1 1 I I 1 112.0 ..L - - - - .L. - - ..J.. - - ..J. - - --1 - - --J _ _ _1_ _ _I I 1 I I 1 I 1 1 1 I 1 1 1 1 I 1 1 1 111.01-- - r - - T - - T - - -t - - -1 - - --1- - -1- - -I I I 1 I 1 1 1 I I I 1 I 1 1 I 1 I I 110.0 T - - "I - - T - - T - - I - - I - - -1- - -1- - -I I 1 I I I I I I I 109.0 +- - - +- - - -I- - - + - - -t - - ~ - - -1- - -1- --I 6 7 8 9 10 11 12 13 14 Moisture - Percent of Dry Weight Soil Description: A) Brown Slightly Clayed Fine Sand Max. Dry Density: 115.2 P.C.F. Optimum Moisture: 1 0.4 Percent Ronald G. Keller, P.E. President KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337 -7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 e.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) May 31, 2007 KSM JOB #: 700960-11 pb 0705-0034 Automotive Structures Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida >- 0:: o LL () a.. ~ I º W ~ 105.0 T - - r - - T - - T - -.,.- - -, - - -, - - -1- -- I I I I I 1 1 1 1 04 0 L - - L - - .L - - J. - - ...! - - J - - _I - - _1- - - . I I 1 I 1 1 1 I I I I I I I I I 103.0-l---~--+--+-- - --~---I--- 1 1 I 1 1 I I 1 1 1 1 I 1 1 102.0 -r - - r - - T - T - -,. - - -, - - - - -1- -- 1 I I I I I I I I I · I I I 1 I 101.0 T - -,- T - - T - -1- -1- - -1- - -1- -- I I 1 1 I 1 1 1 100.0 J- - - - -.L - - -L - -..l - - -1 - - -J - - -1- -- I I I 1 1 1 I 1 1 1 I I I 1 I 1 99.0 1- - - r - - T - - 1- - - -t - - -1 - - -1- - -1- - - I I I I I I I 1 I I I I I I I 1 98.0 T - -¡-- - T - - T - -1- -1- - -1- - -1- -- 1 1 I 1 1 I 1 I 97.0 +- - - t- - - + - - + - - -t - - ~ - - ~ - - -1- - - 8 9 10 11 12 13 14 15 16 Moisture - Percent of Dry Weight Soil Description: B) Gray Slightly Silty Fine Sand Max. Dry Density: 103.1 P.C.F. Optimum Moisture: 12.2 Percent Ronald G. Keller, P.E. President KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 RE.: 37293 S./.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 Revised June 6,,2007 Automotive Structures Nick Bishop P. O. Box 3916 Peachtree City, GA 30269 REceIVED JUN 1 1 2007 PUblic Vl,}. St. LUCie C -", ounty, FL Re: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida Permit #: 0705-0034 KSM Project #: 700960-10d Dear Mr. Bishop: Enclosed, please find the nuclear density test results performed on the column pads at the above referenced project. Shoul you have any questions, please feel free to call. r, P.E. 6~ ÞC 1 ax To: 772-468-047 I eliver Copy To: St. Lucie County Building Department RGK:clm KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM 0 1557 and ASTM 0 2922 DATE TESTED: May 30, 2007 0705-0034 KSM JOB #: 700960-10d/JL/clm PERMIT #: CONTRACTOR: Automotive Structures JOB lOCATION: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida MA TERIAl: Gray Slightly Silty Fine Sand ITEM TESTED: Column Pads TEST lOCATION DEPTH MOIS- *PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE Grid Line 1. L1-19 0" - 12" 13.3 200+ 103.0 103.1 99.9 2. Q-1 9 102.8 99.7 3. S3-19 102.6 99.5 4. X-15 102.0 98.9 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 e.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET 8T. LUCIE (772) 229-9093 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) May 30, 2007 0705-0034 KSM JOB #: 700960-10p Automotive Structures Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida >- a::: o LL ~ a.. l- I C) W S 105.0 r - - í - - T - - T - - ì - - ì - - ì - - -1- - -I 1 1 1 I I I I I I 1 04 ° L - - L - - 1.. - - 1 _ _ J. _ _ .J _ _ _I _ _ _'_ _ _I " , , I I I I , I I I I I I I I I I 103.0 +- - - ~ - - +- - - -+ - - _ _ _ -1_ _ _1_ --I I I I I I I I I I 1 I 1 1 I I I I 102.0-¡---r--¡- ¡--ï--,-- ---'---1 , 1 '. 1 , , , , I I I I I I I I I 101.oT--ï- T--'--I--I---I---I---1 I I I I I I I I I 100.0 ..L - - - - .L - - J. - - -l - - ....J _ _ --J _ _ _1_ _ _I I I I I 1 I I I 1 1 I I 1 I I I 1 I 99.0 1- - - 1- - - 1- - - 1" - - -t - - -1 - - -1- - -,- - -I I I 1 1 1 1 I I 1 I I I 1 1 1 1 I I 98.0 T - - r - - T - - T - - ï - - ï - - -,- - -1- --I I I 1 I I I I I I 97.0 +- - - t- - - + - - + - - -t - - -1- - ~ - --1_ - -I 8 9 10 11 12 13 14 15 16 Moisture - Percent of Dry Weight Soil Description: Gray Slightly Silty Fine Sand Max. Dry Density: 103.1 P.C.F. Optimum Moisture: 12.2 Percent Ronald G. Keller, P.E. President KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 Revised June 6, 2007 REceIVED JUN t 1 2007 Automotive Structures Nick Bishop P. O. Box 3916 Peachtree City, GA 30269 PUblic Wor St. Lucie C ks ounty, FL Re: Treasure Coast Laxus 5121 South U.S. Highway 1 Fort Pierce, Florida Permit #: 0705-0034 KSM Project #: 700960-9d Dear Mr. Bishop: Enclosed, please find the nuclear density test results performed on the column pads at the above referenced project. Shoul "you have any questions, please feel free to call. ell (þ.~ þ ~ 0 7 To: 772-468-0471 liver Copy To: S1. Lucie County Building Department RGK:clm KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 e.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET 81. LUCIE (772) 229-9093 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: May 29, 2007 0705-0034 KSM JOB #: 700960-9d/JL/clm PERMIT #: CONTRACTOR: Automotive Structures JOB LOCATION: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida MATERIAL: A) Gray Slightly Silty Fine Sand B) Brown Slightly Clayed Fine Sand ITEM TESTED: Column Pads TEST LOCA TION DEPTH MO I S- *PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE Grid Line 1. R-1 0" - 12" 13.3 200+ 102.0 A) 103.1 98.9 2 . S-1 102.2 99.1 3. T-1 102.2 99.1 4. V-1 101.8 98.7 5. W-5 102.0 98.9 6. Y-5 102.4 99.3 7. T-13 10.8 114.6 B) 115.2 99.5 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 DATE TESTED:. PERMIT #: CONTRACTOR: JOB LOCATION: MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM 0 1557) May 29, 2007 0705-0034 KSM JOB #: 700960-9pa Automotive Structures Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida >- cr:: o LL ~ c.. ~ I (9 W S 105.0 T - - r - - T - - T - - ì - - ì - - ì- - -1- --I I I I 1 I I I I I 1 04 0 .L - - L - - 1. - - -L - _ -1 _ _ -1 _ _ _I _ _ _1_ _ _I . 1 I I I I I I I 1 1 I I 1 1 1 I 1 I 103.0 +- - - +- - - -I- - - -+ - - - - _ ~ _ _ _1_ _ _I 1 I I I I I I 1 I I I I I I I I 102.0¡---ï--¡- ¡--ï--.-- ---1---1 I I I I I I I I I 1 1 · 1 1 1 1 1 1 101.0T--ï- T--I--1--I---I---I---1 I I I I I I I I I 100.0 -L - - - - ..L - - -L - - --1 - - --J - - -1- _ _1_ _ _I 1 1 1 1 1 1 I 1 I 1 I I 1 I I I 1 I 99.0 -r- - - t- - - t- - - T - - -t - - ., - - -1- - -1- - -I I I I I I I I I I I I I I I I I I I 98.0 T - - ï - - T - - T - - ï - - ï - - -1- - -1- --I I I I I I I I I I 97.0 +- - - t- - - -I- - - + - - -+ - - -i - - ~- - -1- --I 8 9 10 11 12 13 14 15 16 Moisture - Percent of Dry Weight Soil Description: A) Gray Slightly Silty Fine Sand Max. Dry Density: 103.1 P.C.F. Optimum Moisture: 12.2 Percent Ronald G. Keller, P.E. President KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) May 29, 2007 KSM JOB #: 700960-9pb 0705-0034 Automotive Structures Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida >- ~ o LL Ü CL i- I <..9 w S 117.0 r - - r - - T - - T - - ì - - -, - - -,- - -1- - -I 1 I I 1 1 I I I I 116 0 1- - - L - _1.. - _.1_ _ .1_ _ J _ _ _1_ __1_ _ _I . 1 I 1 1 1 1 , I I I 1 I I I I I I I 115.0+----1---+---+-- __ _~___I_____I I I I I I I I I I I I I I I I 114.0 ¡- - - ï - - Î - - T - - ï - -., - - I - -1- --I I I I I I I I I I I I . I I I I I I 113.0 T - - I - - , - - T - - 1 - - I - - -, - - -1- - -I I I I I I I I I I 112.0 -L - - - - .L - - ...L - - ...J. - _ -J _ _ -1_ _ _1_ _ _I I 1 I I I I I I I I I I I I I I I I 111.0 1- - - t- - - T - - -t - - -t - - -1 - - -1- - -1- - -I I I I I I I I I I I I I I J I I I I 110.0 T - -1- - T - - T - -1- -,- - -1- - -,- --I I I I I I I I I I 109,0 +- - - t- - - -1- - - + - - -+ - - ~ - - -1_ - -1_ - -I 6 7 8 9 10 11 12 13 14 Moisture - Percent of Dry Weight Soil Description: B) Brown Slightly Clayed Fine Sand Max. Dry Density: 115.2 P.C.F. Optimum Moisture: 1 0.4 Percent Ronald G. Keller, P.E. President KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 Revised June 6, 2007 RECEIVED JUN 1 t 2007 Automotive Structures Nick Bishop P. O. Box 3916 Peachtree City, GA 30269 Public Works St. Lucie County, FL Re: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida Permit #: 0705-0034 KSM Project #: 700960-7d Dear Mr. Bishop: Enclosed, please find the nuclear density test results performed on the column pads at the above referenced project. Should ou have any questions, please feel free to call. e r'~E~~ ~Ö J x To: 772-468-0471 eliver Copy To: S1. Lucie County Building Department RGK:clm KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772)337-7755 P.O. BOX 78-1377, SEBASTIAN, FL32978-1377 SEBASTIAN (772)589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 RE.: 37293 S./.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM 0 1557 and ASTM 0 2922 DATE TESTED: May 21,2007 0705-0034 KSM JOB #: 700960-7d/JL/clm PERMIT #: CONTRACTOR: Automotive Structures JOB LOCATION: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida MA TERIAL: A) Gray Slightly Silty Fine Sand B) Brown Slightly Clayed Fine Sand ITEM TESTED: Column Pads TEST LOCATION DEPTH MOIS- *PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE Grid Line 1.01-14 0" - 12" 13.3 200+ 102.5 A) 103.1 99.4 2. 01-18 102.0 98.9 3. H-16 10.8 114. .3 B) 115.2 99.2 4. L 1-18 114.0 99.0 5. L 1-14 113.8 98.8 6. M3-116 114.5 99.4 7. N1-18 114.1 99.0 8. S1-18 113.8 98.8 9. 81-15.2 113.5 98.5 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM 0 1557) May 21,2007 0705-0034 KSM JOB #: 700960-7pa Automotive Structures Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida >- Cl:: o LL u a.. l- I (9 W S 105.0 T - - í - - T - - T - - ì - - I - - 1- - -,- - - I I I I I I I I 104 0 L - - L - _..L - -1. - _...! _ -.J _ _ _1_ _ _1_ _ _ . 1 I 1 I 1 I 1 I I I I I I I I I 103.0-+----1---+--+__ _ __~___I___ I I I I I I I I I I I I I I 102.0¡---¡--¡- ;--,--..,-- ___1___ I I I I I I I I I I ,. I I I I I 101.0 T - - I - T - - T - - I - - I - - -I - - -,- - - I I I I I I I I 1 00.0 -L - - - - -L - - -L - - -1 - - -J _ _ --l _ _ -I _ _ _ I I I I I I I I I I I I I I I I 99.0 1- - - 1- - - t- - - 1" - - -t - - ., - - -1- - -1- - - I I I I I I I I I I I I I I I I 98.0 T - - ï - - T - - T - -1- --,- - -,- - -,- -- I I I I I I I I 97.0 +- - - ~ - - + - - + - - -t - - ~ - - -1_ - -1- --I 8 9 10 11 12 13 14 15 16 Moisture - Percent of Dry Weight Soil Description: A) Gray Slightly Silty Fine Sand Max. Dry Density: 103.1 P.C.F. Optimum Moisture: 12.2 Percent Ronald G. Keller, P.E. President KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.Ä.: 5693 RE.: 37293 S./.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) May 21, 2007 0705-0034 KSM JOB #: 700960-7pb Automotive Structures Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida >- 0:: o LL u a.. .... I ~ w $ 117.0 r - - r - - r - - T - - ì - - -, - - ì - - -,- --I I I I I I I I I I 116 0 L - - L - - L - - ..1 _ _ .1 _ _ .J _ _ _I _ _ _1_ _ _I . I I I I 1 I I I I I , , , I , , , , 115.0 -+- - - .J..- - - +- - - -+ _ _ _ _ _ ~ _ _ _,_ _ _I I 1 1 I' I' I , " " 'I 114.0 ,- - - ï - - Î - - Î - - ï - - ï - - -, - -1- --I 1 I I I I I I 1 1 1 , . 1 , , , , , 113.0T--¡---, --,--,--,---,---,---, I , , , I , , 1 I 112.0 ...L - - - - .L - - -L - _ ...J. _ _ ...J _ _ -I _ _ _,_ _ _ , , , , , 1 , , I , , 1 1 , , , , 1 111.0 1- - - 1- - - t- - - T - - -t - - -1 - - -j - - _,_ - _, , , I , , , , , , , , , , , , , , 1 110.0 T - - r - - T - - T - - ï - -,- - -,- - -,- --, I I I I I 1 I , 1 109.0 +- - - ~ - - +- - - -+ _ _ -+ _ _ ~ _ _ ~ _ _ _1_ _ _I 6 7 8 9 10 11 12 13 14 Moisture - Percent of Dry Weight Soil Description: B) Brown Slightly Clayed Fine Sand Max. Dry Density: 115.2 P.C.F. Optimum Moisture: 1 0.4 Percent Ronald G. Keller, P.E. President KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 Revised June 6, 2007 Automotive Structu res Nick Bishop P. O. Box 3916 Peachtree City, GA 30269 RECEIVED JUN 1 1 2007 Public Works St. Lucie County, FL Re: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida Permit #: 0705-0034 KSM Project #: 700960-8d Dear Mr. Bishop: Enclosed, please find the nuclear density test results performed on the column pads at the above referenced project. Shoul you have any questions, please feel free to call. Ie 6~Þ -~ø ì To: 772-468-0471 liver Copy To: St. Lucie County Building Department RGK:clm KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772)337-7755 P.O. BOX 78-1377, SEBASTIAN, FL32978-1377 SEBASTIAN (772)589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 RE.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM 0 1557 and ASTM 0 2922 DATE TESTED: May 23 2007 0705-0034 KSM JOB #: 700960-8d/JUclm PERMIT #: CONTRACTOR: Automotive Structures JOB LOCATION: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida MA TERIAL: Gray Slightly Silty Fine Sand ITEM TESTED: Column Pads TEST LOCATION DEPTH MOIS- *PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE Grid Line 1. S8-9.1 0" - 1 2" 13.3 200+ 102.4 103.1 99.3 2. S8-5.2 102.0 98.9 3. SO-9.1 1 02.2 99.1 4. SO-5.2 102.0 98.9 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S./.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM 0 1557) May 23, 2007 KSM JOB #: 700960-Bp 0705-0034 Automotive Structures Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida >- a:: o LL u a.. l- I <.9 w $ 105.0 r - - r - - T - - T - - ì - - ì - - ì- - -1- --I 1 1 1 I 1 1 I 1 I 1 04 0 1- - - L - - 1 - - 1 _ _ 1 _ _ .J _ _ _I _ _ _1_ _ _I . I I 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 103.0-1----1---+-_+__ _ ----1---1---1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 102.0¡---ï--¡- ¡--ï--.-- --_1___1 I 1 1 I 1 1 I I 1 I I · I I I 1 I I 101.0 T - -1- T - - T - -1- - J - - -1- - -1- - -I I I I I 1 1 1 1 I 1 00.0 L - - - - L - - ...L - - -l - _ ....J _ _ --J _ _ _1_ _ _I I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 99.0 1- - - 1- - - T - - T - - -t - - -1- - -1- - -1- - _I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 98.0 T - - r - - T - - T - - ï - - J - - -1- - -1- - -I I 1 1 I 1 1 I 1 I 97.0 +- - - +- - - +- - - + - - -+ - - ~ - - -l- _ _1_ _ _I 8 9 10 11 12 13 14 15 16 Moisture - Percent of Dry Weight Soil Description: Gray Slightly Silty Fine Sand Max. Dry Density: 103.1 P.C.F. Optimum Moisture: 12.2 Percent Ronald G. Keller, P.E. President KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 Revised June 6, 2007 RECEIVED JUN 1 1 2007 Public Works St. Lucie County, FL Automotive Structures Nick Bishop P. O. Box 3916 Peachtree City, GA 30269 Re: Treasure Coast Laxus 5121 South U.S. Highway 1 Fort Pierce, Florida Permit #: 0705-0034 KSM Project #: 700960-6d Dear Mr. Bishop: Enclosed, please find the nuclear density test results performed on the column pads at the above referenced project. ou have any questions, please feel free to call. --0 ? a To: 772-468-047 D liver Copy To: St. Lucie 'County Building Department RGK:clm KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM 0 1557 and ASTM 0 2922 DATE TESTED: May 9, 2007 KSM JOB #: 700960-6d/JL/clm PERMIT #: 0705-0034 CONTRACTOR: Automotive Structures JOB LOCATION: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida MA TERIAL: A) Gray Slightly Silty Fine Sand B) Brown Slightly Clayed Fine Sand ITEM TESTED: Column Pads TEST LOCA TION DEPTH MOIS- *PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE Grid Line 1. K-1 0" - 12" 13.3 200+ 102.8 A) 103.1 99.7 2. B-1 10.8 114.7 8)115.2 99.6 3. B-1 0 13.3 102.6 A) 103.1 99.5 4. E-12 102.4 99.3 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 DATE TESTED: PERM IT #: CONTRACTOR: JOB LOCATION: MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) May 9, 2007 KSM JOB #: 700960-6pa 0705-0034 Automotive Structures Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida >- n:: o LL Ü a.. .- I (9 W S 105.0 T - - r - - T - - T - -.,. - - -, - - -, - - -1- --I 1 1 1 1 1 1 1 1 1 104 0 L - - L - _.L - - .1_ _.1_ _.J - - _1- - _1- _ _I . 1 1 I 1 1 1 1 1 1 I 1 1 I I I I 103.0~--~--+--+-- - --~---I--- 1 I 1 I I I 1 I I I I I I I 102.0 -r - - r - - -r - -r - - --r - - 1-- - - -1- - - I 1 1 I 1 I I 1 1 I I 1 I I 1 101.0 T - -1- T - -1- -1- -,- - -,- - -1- -- I 1 I 1 1 1 1 I 100.0 ...L - - - - .L - - ..L - - -L - - -1 - - --J - - -1- - - I I 1 I I 1 I 1 I I I 1 1 1 1 I 99.0 -r - - 1- - - T - - T - - -t - - --t - - -1- - -1- - - I I I I I 1 I I 1 1 I I I 1 1 1 98.0 T - - I - - T - - T - - I - - I - - -1- - -1- - - 1 1 1 I 1 I I 1 97.0 +- - - t- - - + - - -I- - - -t - - -i - - ~ - - -1- - -I 8 9 10 11 12 13 14 15 16 Moisture - Percent of Dry Weight Soil Description: A) Gray Slightly Silty Fine Sand Max. Dry Density: 103.1 P.C.F. Optimum Moisture: 12.2 Percent Ronald G. Keller, P.E. President KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.Ä.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) May 9, 2007 KSM JOB #: 700960-6pb 0705-0034 Automotive Structures Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida >- 0:: o LL ~ a.. l- I C) W S 117.0 r - - r - - T - - T - - ì - - ì - -1- - -1- --I 1 1 1 I 1 1 1 1 1 116 0 L - - L - - 1.. - - -L - _ J. _ _ -I _ _ _I _ _ _1_ _ _I . I 1 1 I I I I I 1 I I I 1 1 1 1 I 1 115.0+---~---I----I--- -- -~---I---I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 114.0 1- - r - -1- - -r - - -r - - -,- -I - -1- --I 1 1 1 1 1 1 1 I 1 1 I . 1 I I 1 1 1 113.0 T - - I - - I '- - T - - 1 - - I - - -I - - -1- - -I I I 1 1 1 1 1 I I 112.0 ...L - - - - .J... - - -L - - -1 - - ....J - - --l - _ _1_ _ _I 1 1 1 1 1 I 1 1 I I I 1 1 1 1 1 I 1 111.0 1- - - t- - - t- - - T - - --t - - --1 - - --1- - -1- - -I 1 1 1 1 1 1 1 I 1 I I 1 1 I I I 1 I 110.0 T - -1- - T - - T - -,- -1- - -1- - -,- - -I 1 1 1 I I 1 1 1 1 109.0 -l- - - t- - - +- - - + - - -t - - ~ - - --j - - -1- - -I 6 7 8 9 10 11 12 13 14 Moisture - Percent of Dry Weight Soil Description: B) Brown Slightly Clayed Fine Sand Max. Dry Density: 115.2 P.C.F. Optimum Moisture: 1 0.4 Percent Ronald G. Keller, P.E. President KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 Revised June 6, 2007 RECEIVED JUN 1 1 2007 Automotive Structures Nick Bishop P. O. Box 3916 Peachtree City, GA 30269 Public Work. St. Lucl. County, FI.. Re: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida Permit #: 0705-0034 KSM Project #: 700960-4d Dear Mr. Bishop: Enclosed, please find the nuclear density test results performed on the 3rd lift for the building pad at the above referenced project. ou have any questions, please feel free to call. ~ Cp~7 St. Lucie County Building Department RGK:clm KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337 -7755 P. O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 e.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM 0 1557 and ASTM 0 2922 DATE TESTED: May 10, 2007 KSM JOB #: 700960-4d/JL/clm PERMIT #: 0705-0034 CONTRACTOR: Automotive Structures JOB LOCATION: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida MA TERIAL: ITEM TESTED: Brown Slightly Clayed Fine Sand 3rd Lift for the Building Pad TEST LOCA TION DEPTH MOIS- *PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE 1 . Location Map 0" - 12" 10.8 200+ 114.8 115.2 99.7 2. Location Map 114.2 99.1 3. Location Map 114.6 99.5 4. Location Map 114.0 99.0 5. Location Map 113.9 98.9 6. Location Map 114.2 99.1 7. Location Map 114.5 99.4 8. Location Map 113.7 98.7 9. Location Map 113.9 98.9 10. Location Map 114.0 99.0 11 . Location Map 114.0 99.0 12. Location Map 114.4 99.3 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P,O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET S1. LUCIE (772) 229-9093 FAX (772) 589-6469 DATE TESTED:- PERMIT #: CONTRACTOR: JOB LOCATION: MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) May 10,2007 0705-0034 KSM JOB #: 700960-4p Automotive Structures Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida >- a: o u.. ~ c.. ~ I <.9 w S 117.0 r - - r - - T - - T - - -,- - - -, - - I - - -1- - -I I I I I I I I I I 116 0 1.. - - L - - 1.. - - ..L - - J. - - -1 - - _' - - _1- - _I . I 1 1 I I 1 I I I I 1 I I I 1 I I 1 115.0 +- - - ~ - - +- - - + - - - - - ~ - - -1- --I I I 1 1 I I I I I I I I 1 1 I 114.0 ,- - - r - - -r - - T - - -r - - -, - -"I - -1- - -I I I I I I I I I 1 1 I I. I I I 1 I 113.0 T - - 'I - - I - - T - - I - - I - - -, - - -1- - -, I I I I I I I 1 1 112.0 -1- - - - - .L - - J.. - - -\. - - -l - - -J - - -1- - -I I 1 I I I I I 1 1 I 1 I I I I 1 1 1 111.0 1- - - r - - T - - -r - - -t - - -1 - - --1- - -1- - -I 1 I I I I I I I I I 1 I I I I 1 I I 110.0 T - -,- - T - - T - -1- -1- - -,- - -,- --, I I I I I I I I I 109.0 +- - - t- - - + - - + - - -t - - -i - - -1- - -1- - -I 6 7 8 9 10 11 12 13 14 Moisture - Percent of Dry Weight Soil Description: Brown Slightly Clayed Fine Sand Max. Dry Density: 115.2 P.C.F. Optimum Moisture: 1 0.4 Percent Ronald G. Keller, P.E. President KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 RE.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 Revised June 6, 2007 RECEIVED JUN 1 1 2007 Automotive Structures Nick Bishop P. O. Box 3916 Peachtree City, GA 30269 Public Work. St. Lucie Countv, FL" Re: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida Permit #: 0705-0034 KSM Project #: 700960-5d Dear Mr. Bishop: Enclosed, please find the nuclear density test results performed on the column pads at the above referenced project. Should you have any questions, please feel free to call. ._~p -0 7 a To: 772-46 -0471 Deliver Copy To: St. Lucie County Building Department RGK:clm KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM 0 2922 DATE TESTED: May 9, 2007 KSM JOB #: 700960-5d/JUclm PERMIT #: 0701-0034 CONTRACTOR: Automotive Structures JOB LOCATION: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida MA TERIAL: A) Brown Slightly Clayed Fine Sand B) Gray Slightly Silty Fine Sand ITEM TESTED: Column Pads TEST LOCATION DEPTH MOIS- *PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE Grid Line 1. E-1 0" - 1 2" 10.8 200+ 114.9 A) 115.2 99.7 2. E-2 114.5 99.4 3. 8-4 13.3 102.0 8)103.1 98.9 4. 01-6 102.8 99.7 5. G-4 102.5 99.4 6. E-6 102.3 99.2 7. E-8 102.6 99.5 8. H1-8 102.0 98.9 9. J-4 102.0 98.9 10. L3-4 102.8 99.7 11. M-8 102.4 99.3 12. M3-4 102.6 99.5 13.N1-1 102.6 99.5 14. N1-2 102.3 99.2 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 e.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM 0 1557) May 9, 2007 0705-0034 KSM JOB #: 700960-5pa Automotive Structures Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida >- 0:: o LL ~ (L l- I <.9 w S 117.0 r - - r - - T - - T - - ì - - -, - - ì - - -1- --, I I I I I I I I 1 116 0 L - - L - -1_ -1_ -.1_ _ -' _ _ _,_ __,_ __, . I I I I I I I I I I I I I I I I I I 115.0 -I- - - .f..- - - +- - _ -+ _ _ _ _ _ -1_ _ _1_ _ _I I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 114.0 .. - - ï - - Î - - Î - - ï - - I - - I - -,- - -, 1 1 1 1 1 1 1 1 1 I 1 I. 1 1 1 1 1 113.0T--,--, --'--'--'---1---'---1 I I 1 1 I I I 1 1 112.0 -L - - - - -L - - -L - - -L _ _ -J _ _ -J _ _ _1_ _ _I I I I I I I I 1 I I I I I I I I 1 I 111.0 1- - - t- - - 1- - - T - - -t - - -j - - -1- - _1_ _ _I I I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 110.0 T - - r - - T - - T - - ï - - ï - - -1- - -,- - -, 1 1 1 1 1 1 1 1 1 109.0 +- - - t- - - + - - + - - -t - - ~ _ _ -1_ _ _1_ _ _I 6 7 8 9 10 11 12 13 14 Moisture - Percent of Dry Weight Soil Description: A) Brown Slightly Clayed Fine Sand Max. Dry Density: 115.2 P.C.F. Optimum Moisture: 1 0.4 Percent Ronald G. Keller, P.E. Presid ent KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) May 9, 2007 KSM JOB #: 700960-5pb 0705-0034 Automotive Structures Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida >- a: o LL U (L .- I <.9 w S 105,0 T - - í - - T - - T - - ì - - ì - --,- - -,- -- I I 1 1 I I I I 1 04 0 L - - L - - .L - - 1 _ _ .1 _ _ -1 _ _ _I _ _ _,_ _ _ . I I 1 I I I I I I 1 I 1 I 1 1 1 103.0 +- - - ~ - - +- - - + - - - _ _ ~ _ _ _1_ _ _ I I I 1 I I 1 I I I I I I I 102.0¡---¡--¡- T--ï--,-- ---,--- I I I I I I I I I 1 I I I I I 101.0 T - -,- T - - T - -1- -,- - -,- - -,- -- I 1 1 1 1 1 1 1 100.0 ...L - - - - .L - - -L - -.J - - --J _ _ -J _ _ _1_ _ _ I 1 I 1 I I I I I 1 I I I I I I 99. 0 1- - - 1- - - T - - T - - -t - - "i - - -1 - -, -1- - -I I 1 1 1 I 1 1 I I 1 I 1 I 1 I 1 I I 98.0 T - - r - - T - - T - -1- -,- - -,- - -,- --I 1 I I I I I I I 1 97.0 +- - - t- - - +- - - + - - -+ - - -j - _ ~ _ _ _1_ --I 8 9 10 11 12 13 14 15 16 Moisture - Percent of Dry Weight Soil Description: B) Gray Slightly Silty Fine Sand Max. Dry Density: 103.1 P.C.F. Optimum Moisture: 12.2 Percent Ronald G. Keller, P.E. President KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 Revised June 6, 2007 Automotive Structures Nick Bishop P. O. Box 3916 Peachtree City, GA 30269 RECEIVED JUN 1 1 2001 Public Works St. Lucie County, FL Re: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida Permit #: 0705-0034 KSM Project #: 700960-2d Dear Mr. Bishop: Enclosed, please find the nuclear density test results performed on the 1 st lift for the building pad at the above referenced project. Should you have any questions, please feel free to call. ~ ~\!:J 7 Fa . 772-468-0 71 Delive Copy To: St. Lucie County Building Department RGK:clm KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.Ä.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772)589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: April 16, 2007 KSM JOB #: 700960-2d/JL/clm PERMIT #: 0705-0034 CONTRACTOR: Automotive Structures JOB LOCATION: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida MA TERIAL: Brown Slightly Clayed Fine Sand 1 st Lift for the Building Pad ITEM TESTED: TEST LOCATION DEPTH MOIS- *PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE 1. Location Map 0" - 12" 11.5 180 110.3 112.5 98.0 2. Location Map 180 11 0.6 98.3 3. Location Map 180 110.4 98.1 4. Location Map 185 111.0 98.7 5. Location Map 190 111.5 99.1 6. Location Map 175 110.3 98.0 7. Location Map 180 110.4 98.1 8. Location Map 175 110.3 98.0 9. Location Map 190 111.7 99.3 10. Location Map 185 111.5 99.1 11. Location 'Map 185 111.7 99.3 12. Location Map 180 110.6 98.3 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 RE.: 37293 S./.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET S1. LUCIE (772) 229-9093 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM 0 1557) April 16, 2007 KSM JOB #: 700960-2p 0705-0034 Automotive Structures Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida >- 0::: o LL ~ £l. l- I (9 W S 114.0 T - - r - - T - - T - - ì - - ì - - ì - - -,- --I , J , , , , , , 1 113 0 .L - - L - - 1.. - _ .1. _ _ J. _ _ ..J _ _ _' _ _ _'_ _ _' ., , , , , , , , I I , , " "I 112.0+----1---+__-1-_ :+__~_ ~___'___I I I 1 I I 1 I I I, , I 111.0¡---¡-_¡-_ T--ï---,--¡ __1___, , , I I I , I 1 , I I I I I 1 I 110.0T--,-- I --T--,--,---,---,---, , I , 1 , , , , 1 109.0 -L - - - - -L - - -L - - -l _ _ -l _ _ -J _ _ _1_ _ _I I , I I I , I I , , , , , I , , I 108.01-- - t- - - T - - T - - -t - - -f - - --f _ _ _1_ _ _I I I I I I I I I 1 I , I , I I 107.0 T - -,- - T - - T - -1- -,- - -,- - -/_ __, , I I I I I I , , 1 06.0 +- - - ~ - - + - - + - - -t - - -l - - -1- _ _1_ _ _ 7 8 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Soil Description: Brown Slightly Clayed Fine Sand Max. Dry Density: 112.5 P.C.F. Optimum Moisture: 11.5 Percent Ronald G. Keller, P.E. President KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S./.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 KSM Revised June 6, 2007 Automotive Structures Nick Bishop P. O. Box 3916 Peachtree City, GA 30269 RECEIVED JUN 1 1 2007 PUblic w: St. LUcl Orks e Count-.. "T FL. Re: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida Permit #: 0705-0034 KSM Project #: 700960-3d Dear Mr. Bishop: Enclosed, please find the nuclear density test results performed on the 2nd lift for the building pad at the above referenced project. you have any questions, please feel free to call. , Id . Kel .E. Jd nt ~þ~ð 7 F T: 772~68- 471 De iv r Copy To: St. Lucie County Building Department RGK:clm KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM 0 1557 and ASTM 0 2922 DATE TESTED: April 17, 2007, April 23, 2007, April 25, 2007 and April 27, 2007 KSM JOB #: 700960-3d/JL/clm PERMIT #: 0705-0034 CONTRACTOR: Automotive Structures JOB LOCATION: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida MA TERrAL: A) Brown Slightly Clayed Fine Sand B) Brown Fine Sand With Traces of Clay 2nd Lift for the Building Pad ITEM TESTED: TEST LOCATION DEPTH MOIS- *PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE 1. Location Map 0" - 12" 10.8 190 114.3 A) 115.2 99.2 2. Location Map 200+ 115.0 99.8 3. Location Map 200+ 114.8 99.7 4. Location Map 11.7 180 108.6 8)110.7 98.1 5. Location Map 180 108.6 98.1 6. Location Map 180 108.7 98.2 7. Location Map 10.8 185 113.6 A) 115.2 98.6 8. Location Map 185 113.8 98.8 9. Location Map 190 114.0 99.0 10. Location Map 200+ 114.2 99.1 11. Location Map 200+ 114.2 99.1 12. Location Map 200+ 114.4 99.3 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S./.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM 0 1557) April 17, 2007, April 23, 2007, April 25, 2007 and April 27, 2007 KSM JOB #: 700960-3pa 0705-0034 Automotive Structures Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida >- a:: o LL Ü 0- ~ I ~ W ~ 117.0 r - - r - - T - - T - - ì - - ì - - -,_ - _,_ __, 1 , , , I , 116 0 L - - L - - 1.. - - 1 _ _ .1 _ _ -1 _ _ _' _ _ _' _ _ _I " , , , , , , I I I I , I , , I I 1 115.0-1----1-__+-__+__ -- _-1___1___1 , I I I I " I I I I I I I 114.0 -¡-- - - ï - - Î - - T - - -r - - J - - -, _ -,- _ _I I , I I , , I , I I I ., I , I , , 113.0 T - - ï - - I - - T - -1- - J - - -, - - -,- __, , , , I , , / / I 112.0 L - - - - .L - - ..L - _ ....J. _ _ -J _ _ -J _ _ _/_ _ _I I / / / / / / / 1 / / / / / / / / / 111.01-- - 1- - - t- - - T - - -t - - -j - - --1- _ _/_ _ _/ I / / I / / / / / / / / / / / / / / 110.0 T - -,- - T - - T - - ï - -,- - -,_ _ _/_ __/ / / / I / / / / I 109.0 ~ - -l- - - +- - - + - - -t - - -l- _ ~ _ _ _1_ --I 6 7 8 9 10 11 12 13 14 Moisture - Percent of Dry Weight Soil Description: A) Brown Slightly Clayed Fine Sand Max. Dry Density: 115.2 P. C. F. Optimum Moisture: 1 0.4 Percent Ronald G. Keller, P.E. President KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S./.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET S1. LUCIE (772) 229-9093 FAX (772) 589-6469 DATE TESTED: PERM IT #: CONTRACTOR: JOB LOCATION: MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM 0 1557) April 17, 2007, April 23, 2007, April 25, 2007 and April 27, 2007 KSM JOB #: 700960-3pb 0705-0034 Automotive Structures Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida >- œ: o LL ü a.. J- I <.9 w S 112.0 T - - r - - T - - T - - ì - - ì - - -, - _ _,_ --I 1 1 1 1 1 1 1 1 I 111 0 1- - - L - - 1 - _ ..L _ _ J. _ _ ..J _ _ _,_ _ _,_ _ _I . 1 1 1 1 1 1 1 1 1 I I 1 I I 1 1 1 110.0+'--+--_+-__+ _-+__-1 _-1___1___1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 109.0 -¡- - - ï - - Î - Î - - ï - -,- - _ _ _1_ --I I 1 I 1 1 1 I 1 1 I I . I I I I I 108,0 T - -1- - , - - T - -1- -1- - -1- - -1- - -, 1 1 1 1 1 1 1 1 1 107.0 ...L - - L - L - - J. - - -! _ _ --l _ _ -J _ _ _1_ _ _I 1 1 I 1 1 1 I I I 1 1 1 1 1 1 1 1 106.01-- 1- - - T - - T - - -t - - - - - -1- _ _1_ --I I I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 105.0 T - - ï - - T - - T - - .., - - ï - - -, - _ _1_ _ _I 1 I 1 I 1 I 1 1 , 104.0 +- - - t- - - -l- - - + _ _ ~ _ _ -I _ _ ~ _ _ _1_ _ _I 8 9 10 11 12 13 14 15 16 Moisture - Percent of Dry Weight Soil Description: B) Brown Fine Sand With Traces of Clay Max. Dry Density: 110.7 P.C.F. Optimum Moisture: 12.2 Percent Ronald G. Keller, P.E. President KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET S1. LUCIE (772) 229-9093 FAX (772) 589-6469 Revised June 6, 2007 Automotive Structures Nick Bishop P. O. Box 3916 Peachtree City, GA 30269 RECEIVED JUN 11 2007 Public Works St. Lucie County, FL Re: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida Permit #: 0705-0034 KSM Project #: 700960-1 d Dear Mr. Bishop: Enclosed, please find the nuclear density test results performed on the proofrolled surface at the above referenced project. Should you have any questions, please feel free to call. ler, .E.~Cp .. (!) 7 F T: 772-468- 471 D liv r Copy To: St. Lucie County Building Department RGK:clm KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: April 9, 2007 KSM JOB #: 700960-1 d/JL/clm PERMIT #: 0705-0034 CONTRACTOR: Automotive Structures JOB LOCATION: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida MA TERIAL: Gray Slightly Silty Fine Sand ITEM TESTED: Proofrolled Surface TEST LOCATION DEPTH MOIS- *PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR CaMP ACTION VALUE 1 . Location Map 0" - 12" 13.3 180 101.2 1 03.1 98.2 2. Location Map 185 101.6 98.5 3. Location Map 195 102.8 99.7 4. Location Map 185 102.0 98.9 5. Location Map 185 102.0 98.9 6. Location Map 180 101 .5 98.4 7. Location Map 180 101 .4 98.4 8. Location Map 180 101 .4 98.4 9. Location Map 175 101 .3 98.3 10. Location Map 175 101 .2 98.2 11 . Location Map 185 102.0 98.9 12. Location Map 190 102.0 98.9 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.Ä.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) April 9, 2007 KSM JOB #: 700960-1 p 0705-0034 Automotive Structures Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida >- 0:: o LL ü a.. J- I <.9 w ~ 105.0 r - - r - - T - - T - - ì - - ì - - ì- - -,- --I 1 I I , I 1 , I I 1 04 0 L - - L - - 1.. - - 1 _ _ J _ _ .J _ _ _' _ _ _'_ _ _I . I 1 , I I I I I I I 1 1 I I I I I I 103.0 +- - - .J- - - +- - _ + _ _ _ _ ~ _ _ _1_ _ _I I I I I I I I I I I 1 I 1 I I I 102.0'--¡--î- T--ï--,-- ___1___' , 1 , , 1 , , I I I 1 ., , , , I I 1 01.0 T - - I - T - - T - - I - - I - - -I - - -,- - -I 1 I , I , , , 1 I 100.0 -1- - - - - .1. - - ...L - - -! _ _ ....J _ _ -1- _ _1_ _ _, I I I I 1 I , I 1 I , , I I I 1 1 I 99.0 1- - - 1- - - 1- - - T - - -t - - ., - - -1 _ _ _1_ _ _I , , , 1 , 1 , I 1 , , , , , I , , , 98.0 T - -,- - T - - T - "';"1- -,- - -,- - -,- - -, , , , , , , , , , 97.0 -I- - - t- - - -1- - - -+ - - -f - _ ~ _ _ -1_ _ _1_ --I 8 9 10 11 12 13 14 15 16 Moisture - Percent of Dry Weight Soil Description: Gray Slightly Silty Fine Sand Max. Dry Density: 103.1 P.C.F. Optimum Moisture: 12.2 Percent Ronald G. Keller, P.E. President KSM · ·K E L'1L E R, S C H LEI C HER & Mac W ILL I A MEN GIN E E R I N G AND T EST I N G, I N C . MARTIN (772) 337 -7755 PALM BEACH (561) 845-7445 FAX (561)845-8876 P.o. BOX 78-1377, SEBASTIAN, FL 32978-1377 C.A.: 5693 P.E.: 37293 S.I.: 860 E-MAIL KSM@KSMENGINEERING.NET SEBASTIAN (772) 589-0712 MELBOURNE (321) 768-8488 ST. LUCIE (772) 229-9093 FAX (772) 589-6469 June 7, 2007 RECEIVED JUN 1 1 2001 Automotive Structu res Nick Bishop P. O. Box 3916 Peachtree City, GA 30269 Public Works St. Lucie County, FL Re: Treasure Coast Lexus 5121 South u.S. Highway 1 Fort Pierce, Florida Permit #: 0705-0034 KSM Project #: 700960-12d Dear Mr. Bishop: Enclosed, please find the nuclear density test results performed on the footers at the above referenced project. Shou d you have any questions, please feel free to call. eller, P.E.~ ~ ., ~ '} 0: 772-468- 471 r Copy To: St. Lucie County Building Department RGK:clm KSM , KEl:LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: June 6, 2007 KSM JOB #: 700960-12d/JL/clm PERMIT #: 0705-0034 CONTRACTOR: Automotive Structures JOB LOCATION: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida MATERIAL: A) Brown Slightly Clayed Fine Sand B) Gray Slightly Silty Fine Sand ITEM TESTED: Footers TEST LOCATION DEPTH MOIS- *PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE Grid Line 1. SC-1.3 0" - 12" 10.8 200+ 113.8 A) 115.2 98.8 2. SB-1.3 113.5 98.5 3. SA-1.3 113.2 98.3 4. SA-5.2 114.0 99.0 5. SA-9.1 113.0 98.1 6. SA-12.8 113.6 98.6 7. SB-12.8 113.5 98.5 8. SC-12.8 113.7 98.7 9. SE-12.8 13.3 102.0 B) 1 03.1 98.9 KSM , KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) June 6, 2007 KSM JOB #: 700960-12pa 0705-0034 Automotive Structures Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida >- a:: o u... Ü a.. ..... I (') W ~ 117.0 r - - r - - T - - T - - -,- - - -, - - --, - - -1- - -I 1 1 I 1 1 1 1 1 1 116 0 1- - - L - _.L - _.! - - ...1_ - .J - - _1- - _1- __I .. 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 115.0+---~--+---I--- -- ---1---1---1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 114.0 -r - - r - - T - - T - - -r - -1- -I - -1- --I 1 1 1 I 1 1 1 1 I 113 0 1- - - !... - - ~ - .1 - - .1 - - J - - _I - - _1- - _I . 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112.0 -L - - - - .J... - - ..1. - - -L - - -J - - -J - - -1- - -I 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 111.0 1- - - 1- - - 1- - - T - - -t - - -1 - - --1 - - -1- - -I 1 I 1 I I I I I I I I I 1 1 1 1 1 1 11 0.0 T - - r - - T - - T - - I - - I - - -I - - -1- - -I 1 I I I 1 I I I I 109.0 -I- - - ~ - - + - - + - - -t - - ~ - - --t - - -1- --I 6 7 8 9 10 11 12 13 14 Moisture - Percent of Dry Weight Soil Description: A) Brown Slightly Clayed Fine Sand Max. Dry Density: 115.2 P.C.F. Optimum Moisture: 1 0.4 Percent Ronald G. Keller, P.E. President KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) June 6, 2007 KSM JOB #: 700960-12pb 0705-0034 Automotive Structures Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida >- Q:: o LL o a.. r- I C) W ~ 105.0 T - - r - - T - - T - -1- - -, - - -,- - -1- --I I I I 1 I 1 1 I I 104 0 L - - L - - 1- - _1. - _...1_ _.J - - -1- - -1- __I . I I I I 1 1 I I I I I I 1 I I I I I 103.0-1----1---+----+-- - ---1---1---1 I I I I I I I I 1 I 1 I I 1 I I 102.0,---r---r- T---r----¡-- ---1---1 I 1 I 1 I I I 1 I I I I I I I I I 101.0 T - - '\ - T - - T - - 1 - - I - - -1- - -1- - -I 1 I 1 1 I I I I I 100.0 -L - - - - .!- - - -L - - ..J. - - -1 - - -1- - -1- - -I 1 1 I 1 1 1 I 1 I I I I 1 1 I I I 1 99.0 t- - - 1- - - T - - 1- - - -t - - -1 - - -1- - -1- --I I I I I 1 I I I I 1 1 I I I I I I I 98.0 T - - r - - T - - T - - ï - - ï - - -1- - -1- --I 1 1 I I I I I I I 97.0 +- - - t- - - +- - - + - - ~ - - -I - - --t - - -1- - -I 8 9 10 11 12 13 14 15 16 Moisture - Percent of Dry Weight Soil Description: B) Gray Slightly Silty Fine Sand Max. Dry Density: 103.1 P.C.F. Optimum Moisture: 12.2 Percent Ronald G. Keller, P. E. President KSM KÈLLE~, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.Ä.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 June 8, 2007 \1... n·.~· ...~.:..~. t.:,¡...,'.· r.!..,'..·' D,·1.....· . '.' :~ ~!.l . , '- ":4 ,§ ~ Ü;~ .u. \, RECEIVED JUN 1 1 2007 Automotive Structures Nick Bishop P. O. Box 3916 Peachtree City, GA 30269 Public Works St. Lucie County, FL Re: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida Permit #: 0705-0034 KSM Project #: 700960-13d Dear Mr. Bishop: Enclosed, please find the nuclear density test results performed on the footers at the above referenced project. Should you have any questions, please feel free to call. F 0 772-468-0471 Deliv Copy To: St. Lucie County Building Department RGK:clm KSM KELLEfq, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337 -7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.\.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: June 7, 2007 KSM JOB #: 700960-13d/JL/clm PERMIT #: 0705-0034 CONTRACTOR: Automotive Structures JOB LOCATION: Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida MA TERIAL: Brown Slightly Clayed Fine Sand ITEM TESTED: Footers TEST LOCA TION DEPTH MOl S- *PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE Grid Line - Below Footer Grade 1. SD-15.1 0" - 12" 10.8 200+ 114.8 115.2 99.7 2. SB-15.1 114.3 99.2 It. ., /111 ~ KSM KE'LLEM, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) June 7, 2007 KSM JOB #: 700960-13p 0705-0034 Automotive Structures Treasure Coast Lexus 5121 South U.S. Highway 1 Fort Pierce, Florida >- c:: o u.. Ü a.. .- I (9 W Š 117.0 T - - r - - T - - T - - "I - - -, - - -, - - -1- - -I 1 1 1 1 1 1 I 1 1 116 0 1.. - - L - - L - - 1 - - .l - - -1 - - _I - - _1- _ _I . 1 I 1 I 1 1 1 1 I I 1 1 I 1 1 1 1 I 115.0+---~--+---I--- -- -~---I---I I 1 I 1 I I I 1 I I I I I I I 114.0 -r - - r - -1- - T - - --r - -I - -. - -1- --I I I I I I 1 I 1 I 1 1 . I I I 1 1 1 113.oT--¡---, --,--1--1---'---'---' 1 1 I I 1 1 I 1 I 112.0 -L - - - - J.. - - -L - - -1- - -l - - --J - - -1- - -I 1 I 1 1 1 1 I I 1 I 1 I 1 I 1 I I 1 111.0 -r - - t- - - 1- - - 1- - - -t - - --t - - -1 - - -1- - -I I 1 1 1 I I I 1 1 1 1 I I 1 1 1 1 1 11 0.0 T - - I - - T - - T - - I - - I - - -I - - -1- - -I 1 1 1 I 1 I 1 I I 109.0 +- - - t- - - +- - - + - - -J. - - ~ - - ~ - - -1- --I 6 7 8 9 10 11 12 13 14 Moisture - Percent of Dry Weight Soil Description: Brown Slightly Clayed Fine Sand Max. Dry Density: 115.2 P.C.F. Optimum Moisture: 10.4 Percent Ronald G. Keller, P.E. President