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HomeMy WebLinkAboutCOMPRESSIVE STRENGTH REPORT® ;DAMAN &ASSOCIATES, II Aso 7 460 NW Concourse Place, Unit 1 � Port St. Lucie, Florida 34986 (772) 878-0072, FAX (772) 878-0097 -` COMPRESSIVE STRENGTH OF CONCRET ERS H NED Project Name: Rio Citrus Cooler Building BY Project Location: 2050 Kings Highway St. Luce Countv File Number: 15.5463 Project Client: Darryl Tripp Project Contractor: Concrete Supplier: Cemex Specified Compressive Strength: Slump (inches): Air Content (percent): Product Code: DESIGN 4,000 psi @ 28 5 days 6 DATA Mix Type: ❑x Normal Wt. ❑ Lightweight ❑ Mortar Mix ❑ Grout with fiber © Transit Mixed Pump Mixed Black Rubber Other Time Concrete Batched: Time Concrete Sampled': Sampled By: 9/11/2016 1:22 p.m. 2:05 p.m. TD Number Ticket Number: Size of Load (C.Y.): Weather Conditions: [Date: 10064924 33938621 10 cloudy r Added at Job Site: Extra Water Authorized By: ❑ Yes Qx No If Yes: Gal. To C.Y. FIELD AND LAB Slump (inches)2: Air Temperature (d F): Concrete Temperature (d F)3: Wet Weight (P.C.F.): DATA 6 95 91 N/A Air Content (% by Vold: Molded and Cured' to general accordance with ASTM C-31: Tested to ASTM C-39: ❑x Yes No ❑ Unknown ❑x Yes No Location of Concrete Placement: Cooler Building Footin s Date Specimen Set No. Received Date Age Test Specimen Size Total Load Applied Test Strength �rypeo Weight Diameter (in.) Area (sq. in.) 8424 In Lab Tested (days) (Ibs) (psi) actur (Air Dry-Ibs) A 09/11/16 09/18/15 7 4.02 12.69 46,780 3,690 2 --- B 09/11/15 10/09/16 28 4.03 12.76 64,400 5,050 3 C 09/11/16 10/09/15 28 4.03 12.76 65,940 5,170 2 D 09/11/15 10/09/15 28 4.03 12.76 61,960 4,860 3 REMARKS: Type of Frrff,%res 1-Repreaemetlw wmp�e ofc000nte cola td In eccerderce MN ATM p172. 2-Slmq meevremeNPedamed N oaarderce wM ASTM 411J. J-Tempe2NolrmreaeM bd ex dnzvM RSTM G 1-golrtPn umpWanAecfomtl INeawrmMAM 5-tawele epecvnm wetl FecwrdexexM ASIM Wlef4rbenp rtceFeedalaboMory. \``11r1I `�� ��, E(� No 63 � f _ten, TYP TYPE2 p % E3 TYPEd TYPF7S' TYPEG STATE 0 \ OR .' AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS PRVE IUVPPYP VAL. %✓P CO RIDA ;antic FL�`l�yilllyyV111111Carrs opiates, Inc. C6�t�Cg-9��,t oe�t!`on No. 5950 By: Dah J Zra la it, P.E. Florida icense No. 63911 Pit DAMAN & ASSOCIATES, If. l S07 —03 460 NW Concourse Place, Unit 1' Port St. Lucie, Florida 34986 (772) 878-0072, FAX (772) 878-0097 COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS Project Name: Rio Citrus Cooler Building Project Location: 2050 Kings Highway File Number: 15-5453 Project Client: Darryl Tripp Project Contractor: Concrete Supplier: Centex Specified Compressive Strength: Slump (inches): Air Content (percent): Product Code: DESIGN 4,000 psi @ 28 5 days 6 DATA Mix Type: ❑x Normal Wt. ❑ Lightweight ❑ Mortar Mix ❑ Grout ❑with fiber ❑x Transit Mixed ❑ Pump Mixed ❑Black Rubber ❑Other Date: Time Concrete Batched: Time Concrete Sampled': Sampled By: 10/3/2015 5:11 6:25 AM CF Truck Number Ticket Number: Size of Load (C.Y.): Weather Conditions: 0175 857865 10 cloudy Water Added at Job Site: Extra Water Authorized By: ❑ Yes ❑x No If Yes: Gal. To C.Y. FIELD AND LAB Slump (inches)': Air Temperature (e F): Concrete Temperature (e F)3: 1 Wet Weight (P.C.F.): DATA 51/2 73 82 1 N/A Air Content (% by Vol)°: Molded and Cured" to general accordance with ASTM C-31: Tested to ASTM C-39: ❑x Yes ❑ No ❑ Unknown ❑x Yes ❑ No Location of Concrete Placement: Southwest Portion of Slab Date Specimen Set No. Received Date Age Test S ecimen Size Total Load Applied Test Strength ype o Weight Diameter (in.) Area (sq. in.) 8445 In Lab Tested (days) (Ibs) (psi) ractur (Air Dry-Ibs) A 10/03/16 10/12/16 7 4.02 12.69 42,390 3,340 2 -- B 10/03/16 11/02/16 28 C 10/03/15 11/02/15 28 D 10/03/15 11/02/16 28 REMARKS: Type of Fractur 1-RepresenhNxeemPb olwncrek woeaean eccoeaence WA ASW G173. 2-SLmp mee meMceff m ab ec &m xi MW G142. 2s--Tcaemeaece svpoedmensmpleeabecc m1Gm22.1. eainm5W31enroe.bMgrmeR3TwM dGm1AakS311R. e-Aw,nfre,mavmkOl..t.e3,din \\`li `I �- ��j ,y GE F•`•. �� . 3 11 E TYP TYPE' ]js TYPE4 * PFTYS TYPE6 LF -01e. STAiE of ail Ard'amd%-,, �SSOCIatisy;lhc. AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE ('F bd i�t' �'•' FL SUBMITTED AS THE CONFIDENTIAL PROPERTY OF THE CLIENT, AND AUTHORIZATION FOR CeCe a oI f I I I ! 0o 1o. 950 PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. s By: Da J. rallack, P.E. lorida Icense No. 63911 MON _DAMAN & ASSOCIATES, II 460 NW Concourse Place, Unit 1 Port St. Lucie, Florida 34986 (772) 878-0072, FAX (772) 878-0097 ?Jr 62 I SCAB COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS Project Name: Rio Citrus Cooler Building Project Location: 2050 Kings Highway File Number: 15-6453 Project Client: Darryl Tripp Project Contractor: Concrete Supplier: Cemex Specified Compressive Strength: Slump (inches): Air Content (percent): Product Code: 1 1 4,000 psi @ 28 5 days 6 40040000 DESIGN DATA Mix Type: ❑x Normal Wt. ❑ Lightweight ❑ Mortar Mix ❑ Grout []with fiber ❑x Transit Mixed ❑ Pump Mixed ❑Black Rubber ❑Other Date: Time Concrete Batched: Time Concrete Sampled': Sampled By: 10/3/2015 6:11 7:20 AM CF Truck Number Ticket Number: Size of Load (C.Y.): Weather Conditions: 0178 857869 10 cloudy Water Added at Job Site: Extra Water Authorized By: ❑Yes ❑x No If Yes: Gal. To C.Y. FIELD AND LAB Slump (inches)': Air Temperature C F): Concrete Temperature (e F)': Wet Weight (P.C.F.): DATA 5 76 86 N/A Air Content (% by Vol)": Molded and Cured' to general accordance with ASTM C-31: Tested to ASTM C-39: ❑x Yes ❑ No ❑ Unknown ❑x Yes ❑ No Location of Concrete Placement: East Half Portion of the Slab Date Specimen Set No. Received Date Age Test Specimen Size Total Load Applied Test Strength ype oi Weight Diameter (in.) Area (sq. in.) 8446 Ir Lab Tested (days) (Ibs) (psi) radurI (Air Dry-Ibs) A 10/03/15 10112/16 7 4.02 12.69 42,110 3,320 2 --- B 10/03/15 11/02115 28 C 10/03116 11/02/15 28 D 10/03/16 11/02/15 28 REMARKS: ASTM L1M. Type of Fractures \``1() (I j / /` 1-Represodohm mmple slaoxete mAectedin emwdaWewM ]- sloop rnoo..mOonl d..d heccmdmae wM MW G143 ]-Tempeob of Wood datl sample dehmihedhetterdenceMm A5TM G10fi1. 4-PhumentofreprtaeM 0000* ofmmele deco d dh Oc dv exam ASiM GZII. h mMFSTRI G11 alter being mmNed in hbosloq. I f �\ ,. J e `(� H �s• die s-Conaele Wedmm cum ammtlanoe LEDarly TYP TYPEI QgE i T•PE4 * TYPES i'TVPE6 ��0`. STATE or, /U�: AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. fps Ar [tt�t 8r/IsQsocl iloltnc. FL Certifica�depfAy���rd�°Te5�50 �a�I By: J Zrallac c, . . Florida icense No. 63911 1DAMAN & ASSOCIATES, I _ 460 NW Concourse Place, Unit 1 Port St. Lucie, Florida 34986 (772) 878-0072, FAX (772) 878-0097 COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS Project Name: Rio Citrus Cooler Building Project Location: 2050 Kings Highway File Number: 15-5453 Project Client: Darryl Tripp Project Contractor: Concrete Supplier: Cemex Specified Compressive Strength: Slump (inches): Air Content (percent): Product Code: DESIGN 4,000 psi @ 28 5 days 6 DATA Mix Type: ❑x Normal Wt. ❑ Lightweight ❑ Mortar Mix ❑ Grout ❑with fiber Transit Mixed ❑ Pump Mixed ❑Black Rubber ❑Other Date: Time Concrete Batched: Time Concrete Sampled': Sampled By: 10/3/2015 7:43 8:50 AM CF Truck Number Ticket Number: Size of Load (C.Y.): Weather Conditions: 0183 857878 10 cloudy Water Added at Job Site: Extra Water Authorized By: FIELD ❑ Yes ❑x No _ If Yes: Gal. To C.Y. AND LAB Slump (inches)2: Air Temperature (e F): Concrete Temperature (e F)2: Wet Weight (P.C.F.): DATA 41/2 75 86 N/A Air Content (% by Vol)": Molded and Cured5 to general accordance with ASTM C-31: Tested to ASTM C-39: ❑x Yes ❑ No ❑ Unknown ❑x Yes ❑ No Location of Concrete Placement: Northwest Portion of Slab Date Specimen Set No. Received Date Age Test Specimenn Size Total Load Applied Test Strength Type o Weight Diameter (in.) Area (sq. in.) 8447 In Lab Tested (days) (Ibs (psi) ractur, (Air Dry-Ibs) A 10/03/16 10/12/15 9 4.02 12.69 43,750 3,450. 2 --- B 10/03/15 11/02/16 30 4.02 12.69 52,140 4,110 3 C 10/03/15 11/02/16 30 4.02 12.69 55,760 4,390 3 D 10/03/15 12/03/15 56 4.02 12.69 60,270 4,750 2 REMARKS: 1-RepeeenteVue sample of contra*=Ceded a a¢ danwx ASTM 4172. Type of Fractures 2-Shangmeea ,dd pW.Od a acmrda Wb ASTM UI43. 3- TdeAOmne of reWeaada,m eem* ddde ed b vzardantew ASTM G10W. I - Alf wn*N of npmeenleWe setup* of concrete detdfdmd In eccwdamc if ASTM C-231. d-Comae* spedmen aced a ecmrdan<ewN,ASTM Wt alter bee, renMred ina t ry. F LE COPY •''sE •d• �ii �. TYP TYPE 2 T1tQ¢ `ChypE�� TYPE a •a AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. n & Aci ,e 1 FL Cer�anT,tluthorizafi�yy��''o.D\�\ By: a . rat c ,, P.-E. Iorida Icense No. 63911