The URL can be used to link to this page

Riverchase(3)-LR 931027Rone Engineers Geotechnical Consultants Materials Testing RoneEn~gineersl Concrete Cylinder Test Report Project Purchese Order FAIRWAYS OF RIVERCHASE Number ~ Date of Observation Report Date D3-456A-01-24567 (SEPT. 28, 1993 OCT. 27, 1993 RIVERCHASE ESTATES LTD. Location KINGSMILL DRIVE, STA: 6+60 Contractor SITE CONCRETE, INC. Supplier ~Plarrt Truck Ticket ON SITE BATCH PLANT Mix Numtxr Mix Descnptlon Weather Contlitions ~ Ambient Temper ature (°F~ Concrete Temperature (°~ CLEAR I 76 I ime Sampled Water Added 8:A0 AM 0.0 GALS Physical Data ACTUAL SPECIFICATIONS SLUMP (in.) 1 1/2 Concrete Cylinder Test(s) ACTUAL I SPECIFICATIONS Compressive Strength Specimen Age Tat Load Strength Required I I I No. (Days Test Date QCs) (psi) (psi) I I I I 39 7 10/05/93 85000 3010 3000 40 23 10/21/93 100000 3540 41 28 10/26/93 100000 3540 42 28 10/26/93 103000 3640 Curin Method Test Method Standard S x t< Encineer i echnirian ASTMC37 IASTMC39 P,reazt327sq.in. I TED NICHOLAS CRONE) Remarks and/or Distrtbutlon NATHAN D. MAIER/MIKE GARRETT (1), SITE CONCRETE, INC./ (1), CITY OF COPPELL/LARRY DAVIS (1) CDRRECTID REQUIRED P.S.I. f~ __,......._ UMfTAT10NS: Tl~e test result d.°an~ ~omn were OreGereG ~°°°'1 uoon N° +waflc funnlea d°.+CeE M 2etlrq. We uwm° nn iefwn°IGIIIiy IOr .neoon m auallry tcomoamon, eooeerence, pen°~meMS, ely or si+y em°r tswrt d nmaer wgect miner ao.wea q ;.erwwe d ronoiEOne wx..nicn nv neve n° cenvel. Our lepers arse reDarO are Id Pe es4uLVe use o1 Lb dlenv O'wnem Pey ve eMresseQ, 'tone Rone Eng(neers Geotechnical Consultants Materials Testing RoneEngineers ~~® Concrete Cylinder Test Report FAIRWAYS OF RIVERCHASE Number Date of Otxervafion Report Date D3-456A-O1-24573-C SEPT. 29 1993 OCT. 27 1993 ~ 0 RIVERCHASE ESTATES LTD. Lowfion BILTMORE DRIVE Contraror SITE CONCRETE, INC. I ON SITE BATCH PLANT luc Number (Mix Deschption Weather Conditions Ambient Temperature (°F~ Concrete Tem ture pe+a (°`1 CLEAR ( i ime Sampled Water Added 3:45 PM 0 .0 GALS Physical Data ACTUAL I SPECIFICATIONS SLUMP (in.) 2 Concrete Cylinder Test(s) ACTUAL I SPECIFiCAT10NS Specimen Age Test Date I Tot Load Compressive Stengtt I I Strength Required No. (Days) Qbs) (pall (psl) I t I I 71 7 10/06/93 i 93500 3310 ~ 3000 72 22 10/21/93 113000 4000 73 28 10/27/93 114000 4030 74 28. 10/27/93 117500 4160 wnng mevtod I est Method Standard E x 72' Fstdinear~ecnnician ASTM C 3t ASTM C 39 Area 2e.v sq. in. RANDY WORTHEN Remarks and/or Distribution NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1) - .+° ..ere vrrn.~ ~° - n we.ran mr mvvng. we uwma rro re°oen.IbllXy for ensovn .n euNlly Immemmon, aoxuenm, perlermence, acl er erry emw ro.mn a a~m~W wnjaa m.nvr y°vwvy py eenem a condl0ons o,er..nicn ws ne~.e nv ven°a. Our ieeen ma reoom as rw me nauvs vvv o1 ms alone m enom may w veEnvaeE. Rone Engineers Rorie Engineers Geotechnical Consultants Materials Testing RoneEngineers ®~® Concrete Cylinder Test Report FAIRWAYS OF RIVERCHASE Number ~ Daze of Observation Report pate D3-456A-O1-24573 (SEPT. 29 1993 OCT. 27 1993 ~ 0 RIVERCHASE ESTATES LTD. Location KINGS MILL COURT Contractor SITE CONCRETE, INC. Supplier Rlant Truck (Ticket ON SITE BATCH PLANT Miz Number (Mix Description I••vauler wnulYOns IAmbierrt Temperature (°F~ IConaete Temperature (°P) CLEAR Ime Sampled Water Added 8:45 AM 0.0 GALS iPhysical Data ACTUAL SLUMP (in.) 7 SPECIFICATIONS Concrete Cylinder Test(s) ACTUAL I SPECIFICATIONS Specimen Age Test Date Tot Load Compressive Strength I Strength Required No. (Da s Y) Qbs.) (psi) (psQ I 59 I 7 I 10/06/93 I 85000 3010 1 3000 60 22 1OJ21/93 97000 3430 61 28 10/27/93 112000 3960 62 28 10/27/93 109500 3870 Cuhng Methotl Tess Method Stantlartl S x 77 Encineer~echnician AS7M C 31 IASTM C 39 (Area 26.27 sq. in. I RANDY WORTHEN Remarks and/or pistrrbution NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1) Rone Engineers uMRAl10N5: Tn. lest rlawb p.s.meC noun ..e2 vleauee ~°.^` Yo°n As soetin! [.mole. mlxe W M te.vng. w! uwm. no Repw•LGIIIiy fw anetwn .n auNlry Ic°mwsmon, .ooevence. peno~molce, elcJ w vry omo reerv~e w amilu wq.a mean we.+lae W oe•aen. w mnoltrone!•er vni°n ve neve n° c°nvOl. OY/ leplle .nG fICOI'j Ye lw Te e/gYY•a Yea of pts Ulenp 0.•Iq•n Ql.t. y° .pype7~ Rone Engineers Geotechnical Consultants Materials Testing RoneEngineers ~~ Concrete Cylinder Test Report FAIRWAYS OF RIVERCHASE Number pate of Odservation Report Date D3-456A-O1-24573-A SEPT. 29 1993 OCT. 27 1993 ~ 0 RIVERCHASE ESTATES LTD. Location COVENTRY, STA: 3+50 Contractor SITE CONCRETE, INC. J SITE BATCH PLANT Number Mix Deschption L.cau mt wuLtmvns IAmbiem Tem fature CLEAR ~ (° Concrete Temperature (°F] Ime Sampled Water Added 10:30 AM 0.0 GALS iPhysical Data ACTUAL ~ SPECIFICATIONS SLUMP (in.j 2 Concrete Cylinder Test(s) ACTUAL I SPECIF1CATlONS Specimen Age Test Date Tot Load Compressive Strength I Strength Required No. __ (Days) bs P > t (Ps) I lPa9 I 63 1 7 I 10/06/93 I 93500 3310 i 3000 64 22 10/21/93 103000 3640 65 28 10/27/93 110000 3890 66 28 10/27/93 109000 3860 Curing Method Test Method Standard 6' x 12 Enoineer~echnicien ASTM C 3t IASTM C 39 Area 2827 sq. in. I RANDY WORTHEN Remarks and/or Oistrtbution NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1) Rone Engineers UMRATIONS: lne lest raaub gasswteb herein wale preened Wseb ooh q• aosclnc wnelw gowGM b teaen9. Y/e uwma m meonslbeM Iw anebew rn au.tiry leomovsmbn, eppeelencq peeomterc<, emJ w Yry °mw bwn d rmilu wtrp(S mensr pwq<y py pmfpne a conEttlons aver..nicn ws neve n0 can Vd. Our I<pcm enE reperp ya ly qe e.GULw vee of Cfs dlenv O vneq q<y ue eeyauei Rone Engineers Ro n e E n gin ee rs Geotechnical Consultants Materials Testing Concrete Cylinder Test Report YS S ING ON SITE BATCH PLANT Plant of Observation Date Mir Number IMix Description Weather Conditions (Ambient Tem fature pe (°~ Concrete Temperature (°~ CLEAR Ime Sampled Water Added 12:30 PM 0.0 GALS Physical Data ~ ACTUAL ~ SPECIFICATIONS ~ SLUMP (in.) 1 1/2 Concrete Cylinder Test(s) ACTUAL I SPECIFICATIONS Specimen A9 Test Date ~ Tot ad Compressive Strength ~ Strength Required No. (Da s Y 1 lbs ( 1 ~s) ~ (Psi) 67 I 7 ~ 10/06/93 ~ 84000 2970 i 3000 68 22 10/21/93 107000 3780 69 28 10/27/93 107000 3780 70 28 10/27/93 109500 3870 Curing Method Test Method Standard s x 77 iFsdineer~echnician ASTM C 31 ASTM C 39 Area zez~ sq. in. RANDY WORTHEN Remarks and/or Distribution NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1) -2 UMrtAT%JnS: TTa fez[ rezulb IXefereeb tlere;n were We'vuetl bucl uvbn the abev~le aemvlea orbrbeb bmztln w Rone Engineers en.bon .° bbenty Icbmeo°man, sobeerenm, once vry _ 9. a eawme °v mbenelbnlty tar we ne.e rib conboL Out levee sob reo°rv /e 1p Pe eaGUSlvetusv of Nz cMenav 0 room pvy °"Oe° °t''C1Or'° « mnaleon. o.,r ~.n;c~ Rone Engineers Geotechnical ConsuRants Materials Testing Ro~In® Concrete Cylinder Test Report Project Purchase Order i FAIRWAYS OF RIVERCHASE Number Dale of Observation Report Date I D3-456A-O1-24573-C SEPT. 29 1993 OCT. 27 1993 ' RIVERCHASE ESTATES LTD. Location BILTMORE DRIVE Contractor SITE CONCRETE, INC. Suppler Plarrt Truck Ticket ON SITE BATCH PLANT Mix Number Mix Descriouon I WeaNer Conditions AmLxem Temperature (°F~ (Concrete Temperature (°~ CLEAR I Ime Sampled Water Added 3:45 PM 0.0 GALS Physical Data ACTUAL SPECIFICATIONS SLUMP (in.) 2 Concrete Cylinder Test(s) ACTUAL SPECIFICATIONS Specimen Age Tot Load Compressive SirengL`I Strength Required No. (Days) Test Date I Pbs) (psll (~~~ I 1 I I 71 7 10/06/93 93500 3310 3000 72 22 10/21/93 113000 4000 73 28 10/27/93 114000 4030 74 28 10/27/93 117500 4160 Curing Method Test Method Standard S x 77 Encineer~echnician ASTM C 37 IASTM c 39 Area ze.2~ sq. in. I RANDY WORTHEN Remarks and/or DisTnbution NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAMS (1) __ _ .._..o ...., UMRA110NS: Tne row reaurta w.°e.nev ners,n veers weonea EoA umn Ps aoecMe sunn~ee an.+CM b m+aro. we uwme ro monnLGlllry fw en.ovn .n vueliry 1'-o°+oovmon, .oveerence perlnrmarica ncl a u~y new rown a mm~.r wopct mean wergev py ~enon° or mno~oona o.er..nicn wv new no move. Om seven ena raoom ns Iw me eadum we at aro Ulenm m venom mry w eaarwea.