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Home My WebLink AboutDensity Test 1-24-2000i KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712 • MELBOURNE ('407) 766-8488 FAX (561) 589 - 6469 January 18, 2000 IRFF�—�� LJ JAN 7 4 " Chilberq Construction PuBLOc PdanssS G1Ys , 1130 7t 3'P.&E.Cou Court -- Vero Beach, FL 32962 ATTN: Steve Chilberg & Tom Downey Re: Blue Beacon Truck Wash 1-95 and S.R. 68 St. Lucie County, Florida KSM 991045-1 D Retest Dear Sir: �� O 2) Enclosed please find the 1st, 2nd and final lift nuclear density re -test results performed on the foundation soils for the parking lot, driveway and building for the referenced project. hould you have any questions pJease feel free to call me at 589-0712. es ctfully, Ro aid G: Kell , P.E. ohn—Dea Archit ct Hearndon onstruction St: Lucie County -� KSM KELLER, SCHLEIGHER & MacWILL1AM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-13.77 SEBASTIAN (561) 589-0712 MELBOURNE (407) 768-8488 R FAX (561) 589 - 6469 • J its - D D JAN 2 4 January 17, 2000 - - ®�®pp6pYp��6pUp�..1`�Ea IJBBg�❑��p�ea� +�q[ Cfiilberg Const. Company 1130 7t Court Vero Beach, Florida 32960 ATTN: Steve Chilberg/Tom Downey Re: Blue Beacon Truck Wash 1-95 and S.R. 68 St. Lucie County, Florida KSM 991045-21) Dear Sir, Endlosed please find the nuclear density test results performed on the compacted stemwall footer soils for the truck wash for the referenced project. Should you have any quesJions.clease feel ffee-toRcall-me at 589-0712. '\�sctfully, Ro Id, e i� E. cc: J hn De n Architects earndon Construction :St. Lucie County Building Department KSM KILLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589.0712 MELBOURNE (407) 768-8488 FAX (561) 589 - 6469 SOIL COMPACTION REPORT, ASTM D 1557 DATE TESTED January 14, 2000 JOB # 991045-2D PERMIT # 9'9'110346 - CONTRACTOR Chilberg Construction JOB LOCATION: Blue Beacon Truck Wash I-95 and S.R. 68 St. Lucie County, Florida ITEM TESTED Compacted Stem -wall Footer Soils for Truck Wash ------------------------------------------------ TEST LOCATION DEPTH MOIS. DRY -------------------- MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR VALUE COMPACTION ----------------------------------------------------------- Interior Footer - 1 Center 0" - 120 7.5 111.0 112.7 98.5 Perimeter Footer 2 N.C. 0" - 12" 6.2 111.5 " 98•9 3 E.C. " 7.0 110.8 98.3 4 S.C. 5.8 112.2 99.6 5 . W.C. (Retest) 5.4 110.6 98.1 I KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712 MELBOURNE (407) 768-8488 FAX (561) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 DATE TESTED January 17, 2000 JOB # 991045-1D PERMIT # 9k9T1Qf3''* CONTRACTOR Chilberg Construction JOB LOCATION: Blue Beacon Truck Wash I-95 and S.R. 68 St. Lucie County, Florida ITEM TESTED Foundation Soils For Parking, Drive and Building (Retest) MATERIAL a) Light Brown Sand -------------------------------- b) Dark Brown Sand TEST LOCATION 7------------------------------------ DEPTH MOIS DRY MAX. DRY PERCENT OF SAMPLE --------------------------------------------------------------------- TURE DENSITY PROCTOR VALUE COMPACTION 18t Lift Dri vewaY 1 S.E. 0" - 12" 6.2 107.8 Retest a) 109.6 98.4 2 E. Center 5.8 109 0 Retest 99 5 3 N.E. 4 N.W. 5 W. Center Buildincr 6 N.E. 7 S.W. Parking Lot 8 Center 7.6 107.7 98.2 6.2 108.5 Retest 98.9 " 108.3 98.8 7.6 107.9 108.3 6 10 1 98.4 98.1 Cp 99.5 KSM KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712 MELBOURNE (407) 768-8488 F FAX (561) 589 - 6469 SOIL COMPACTION REPORT ASTM D 1557 DATE TESTED January 17, 2000 JOB # : 991045-1D PERMIT # 99110346 CONTRACTOR Chilberg Construction JOB LOCATION: Blue Beacon Truck Wash I-95 and S.R. 68 St. Lucie County, Florida ITEM TESTED Foundation Soils For Parking, Drive and Building Retest MATERIAL a) Light Brown Sand b) Dark Brown Sand --------------------------------------------------------------------- TEST LOCATION DEPTH MOIS DRY MAX. DRY PERCENT OF SAMPLE --------------------------------------------------------------------- TURE DENSITY PROCTOR VALUE COMPACTION 2nd Li f t Driveway 9 S.E. 0" - 12" 5.6 107.8 Retest a) 109.6 98.4 10 E. Center 6.2 107.5 Retest 98.1 11 N.E. 8.0 108.3 98.8 12 N.W. 7.5 108.1 Retest 98.6 13 W. Center 6.7 109.0 Retest 99.5 Building 14 N.E. 8.2 107.5 Retest " 15 S.W. 7.8 108.1 R t 98.6' Parkinq Lot 16 Center 6. 1 e /.� 98,.3 I:C KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712 MELBOURNE (407) 768-8488 FAX (561) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 DATE TESTED January 17, 2000 JOB # : 991045-1D PERMIT # 99110346 CONTRACTOR Chilberg Construction JOB LOCATION: Blue Beacon Truck Wash I-'95 and S.R. 68 St. Lucie County, Florida ITEM TESTED Foundation Soils For Parking, Drive and Building Retest MATERIAL a) Light Brown Sand b) Dark Brown Sand --------------------------------- ------------------------------------ TEST LOCATION DEPTH MOIS DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR VALUE COMPACTION ---------------------------------------------------------- Final Lift Driveway 17 S.E. 18 E. Center 19 N.E. 20 3�..w. 21 W . Center Buildincr 2 2 N-E. 23 S.W. Parking Lot 24 Center 0" - 12" 8.0 111.2 Retest b) 112.7 98.7 110.7 Retest 98.2 111.0 98.4 "... 111.8 Retest 99.2 " 111.0 Retest 98.5 ,. E m 112.6 Retest 113.0 Retesff . 99.7 KSM YELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712 MELBOURNE (407) 768-8486 FAX (561) 589 - 6469 ' MOISTURE -DENSITY RELATIONSHIP (ASTM D 1557) DATE January 4, 2000 JOB #: 991045 CLIENT Hearndon Construction PROJECT Blue Beacon Truck Wash I-95 and S.R. 68 St. Lucie County, Florida 110.0 - W E 109.0-i-----i-----i---- I-----i----- I-----i -----I I G H 108.0-i-----i----------i-----i-----i-----i-----� T C. F. 106.0-i-----�----i-----i-----i-----i-----i-----I D R 1 1 Y 105.0 104.0 -1- 1--1----- I ----- I ----- I ----- I-----I-----i 8 9 10 11 12 13 14 15 Moisture - Percent Of Dry Weight Soil Description: Light Brown Sand Max. Dry Density: 109.6 P.C.F. Optimum Moisture: 12.0 Percent Ronald G. Keller, P.E. r M KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589.0712 • MELBOURNE (407) 768-8488 FAX (561) 589.6469 MOISTURE -DENSITY RELATIONSHIP (ASTM D 1557) DATE January 4, 2000 JOB It: 991045 CLIENT Hearndon Construction PROJECT _ Blue Beacon Truck Wash I-95 and S.R. 68 St. Lucie County, Florida 113.0 ------I-----I--------I-----I-----I-----I W E112.0-----------�-------�-- ------------� I G H 111.0- i-----i ----,i-----i-----i-----i----------� T I I I I I I P. 110.0 -----------{�------------------ -- -� C. 109.0-I-----------------------------�- -� R '�- -�- I - I --- I --- I----I-----I I 107.0 ------I------------------------------� 8 9 10 11 12 13 14 15 Moisture - Percent Of Dry. Weight Soil Description: Dark Brown Sand Max. Dry Density: 112.7 P.C.F. Optimum Moisture:' 12.0 Per Ronald G Keller, P.E.,, [`\� A �1 . � KS1►Z KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING I P 0. BOX 78 -1377, SEBASTIAN, FL 32978 -1377 NC. ~ y SEBASTIAN (561) 509.071;? MELBOURNE (407) 768-8488 FAX (561) 589.6469 • MOISTURE -DENSITY RELATIONSHIP (ASTM D 1557) DATE January 4, 2000 JOB jl: 991045 CLIENT • Hearndon Construction PROJECT Blue Beacon Truck Wash I-95 and S.R. 68 St. Lucie County, Florida 113.0---------------------�--- W I I I I--i-----i----- E 112.0-I-----I --- I �� G I I. I I----i---- I---- I ---_I T P. 110.0------�---- I----I-----I --- I C. L. i i- ------ -----� 109.0 D-------------------------I-----I --I R Y 108.0 -�---------I-----I ----I _ -- I I I 8 .9 ; 10 11 12 13 14. 15 Moisture - Percent of Dry'Weight Soil Description: Dark Brown Sand Max. L Optimu Ronald KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712 MELBOURNE (407) 768-8488 FAX (561) 589-6469 REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: January 13, 2000 Job #: 991045-5C Contractor: Chilberg Construction R V Site Blue Beacon Truck Wash I-95 and S.R. 68 'JAN 2 4 St. Lucie County, Florida Pusuc ear RICS S1r Placement Stemwall Footing - Center Footing Mix:. ss --------------------------------------------------------------------- Age Compressive Compressive Type of Date Set Test Force Strength P.S.I Break Broken No. ----------------------- ------------------------------ ---------------- 7 40,395 7 40,075 28 28 28 Slump: 4 Vill Supplier: Tarmac Ticket No: 3422546 Ti r Sampled: 3:15 M 3,220 C 01-21 5 3,190 C 01-21 02-11 02-11 Temp. 730 F Conc . 680 Atm. Truck No.: 920 Time Batched: 2:32 30/4 - Sampled By T.L.S. Keller, E. _J , KSM KELLER, SCHLEICHER &. MacWILLIAM ENGINEERING AND TESTING, INC. .P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712 MELBOURNE (407) 768-8488 FAX (561) 589 - 6469 REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: January 11, 2000 Job #: 991045-2C Contractor: Chilberg Construction Site Blue Beacon Truck Wash I-95 and S.R. 68 St. Lucie County, Florida Placement Pit Walls ----------------------------------=---------------------------------- Mix: Class 3000 Pump Age Compressive Compressive Type of Date Set Test Force Strength P.S.I --------------------------------------------------------------------- Break Broken No. 7 50,985 4,060 ,C 01-18 2 7 47,575 3,790 01-18 14 01-25 28 02-8 28 02-8 Slump: 4 Temp. 730 F Conc. 780 Atm. Supplier: Tarmac Ticket No: 2820954 �-:�1_CC) Truck No.: 1079 'N'i Batched: 1255 Sampled By: B.J. KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712 MELBOURNE (407) 768-8488 FAX (561) 589 - 6469 REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: January 13, 2000 Job #: 991045-3C Contractor: Chilberg Construction Site Blue Beacon Truck Wash I-95 and S.R. 68 St. Lucie County, Florida Placement Curb on East Side Mix: Class 4000 Pump --------------------------------------------------------------------- Age Compressive Compressive Type of Date Set Test --------------------------------------------------------------------- Force Strength P.S.I Break Broken No. • 7 63,255 5,040 E 01-20 3 7 67,305 5,360 C 01-20 28 02-10 28 02-10 28 02-10 Slump: 2 %" Supplier: Tarmac Ticket No: 2820996 j Aer,E. ",- d� — Temp. 720 F Conc. 780 Atm. Truck No.: 1920 Time Batched: 1:16 Sampled By: B.J. I;i[Yi77 E KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712 MELBOURNE (407) 768-8488 • FAX (561) 589-6469 REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: January 13, 2000 Job #: 991045-4C Contractor: Chilberg Construction Site Blue Beacon Truck Wash I-95 and S.R. 68 St. Lucie County, Florida Placement Stemwall ------------------------ Footing - West --------------------------------------------- Perimeter Mix: Class 3000 Pump Age Compressive Compressive Type of Date Set Test --------------------------------------------------------------------- Force Strength P.S.I Break Broken No. 7 36,055 2,870 C 01-21 4 7 36,130 2,880 C 01-21 28 02-11 28 02-11 28 02-11 Slump: 4" Temp. 720 F Conc. 680 Atm. Supplier: Tarmac Ticket No: 3422541 Time Sampled: 2:05 Truck No.: 1144 Time Batched: 1:37 Sampled By: T.L.S. 171 .)It IrVIII,I;NI7NTING 171)tjj�,Es F( 1j( 11) I'lu*41 . AREA ('(WISTRUCTION STANDARDS I'IZ.I( )It '1'( SI /\jj INSI 11 C1 NOTE- FORMS MUST 1.317 (-(.)I\ I" 17'1.1 1 1) 1. The 1611olvilig hilbrillatioll should be placed on a public record (suggest illchidilig oil penTift fbilli): Required lowest floor clevalioll: AcIt W rb,�V-111-1 ( elevation: 2. The rollowilig Certification is recohimended- for (Iciel-filillhig actual elevations. II is suggested'ifial the certification be flunde prior,-10 II-1111ilIg or structure. C F '11TIFICAT0 IUN OF -17VATION . BUILDING P17RN1ITN0-:, ADDRESS OF PRO1117 -,R,1 Y: . . ... ..... - iv The Undersigned hereby cerfifies 110 h.-Irmu.11.1dor the refie're'liceJ sh-11clure has been consfrucled of STATE OF FLORIDA r Itegisfratioll No.