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Princeton P1-LR 980318Consultants, Inc. 12801 STEMMONS FREEWAY, DALLAS, TEXAS 7S234.8847 i214)-243-8838 pre s_si ve,_,S ._e._ng th Test Report Ta~r~con Project No. ' 17981017 ;~t NO. 6 CliefltRANZER CONSTRUCTION 2110 HIDDEN WBEDB COURT ARLINGTONr TEXAS 76006 Project PRI.CBTON PAR~ DENI~)II TAp & PARKWAY COppBLLr TEXAS Attn: MIK~ BALLOON Field Mix Data Sompb Dete: 03/18/98 Time: 12:35P Sampled by: J · HCOPER Placement DeKriptlon: FIA)OR SLAB Sompb Location: Plocemoflt Method: PUMP Field Test Data Te~t Skip, In. Ak Content, % Concrete Tomporetma, eF Ambbnt Temperature, °F I~mtic Unit Weight, pef Laboratory Test Data (ASTM C 39) Nominal Speoimen Size Speolmen No. Speolmen Size, lashes Cross-Section Area, sq. As Resolved Specimen Tested By Date Teated Age at Test, days Fraoture Type Min. ~omprasslve Stren Total Load, lbs. Compr®aalve Strong Result 3.7 70 76 Material: ,o.=.m. o,ou~ ~) CONCRETE Design Strength et 28 day. 4000 Mmemd suppbr: LAI~IMORE Deavery ?h=ket No: 7048339. Truck NO.: 752 Mix I.D. NO.: Coar~ aggregate size: Admixtures: 13etoh Se ~a.yd.): 10 Cu. Yd photo:l: 130 Wete~ added off Mte, gal.: 0 Batohtime: 11:47 Timelnmixar, min.: 48 A B C D 6 6 6 6 inc~s 28.27 28.27 28.27 28.27 ~.,bs. SC SC SC SC 03/25/9803/25/98 04/15/98 34/1S/98 7 7 28 28 u M u U ;th, p~ 4000 4000 4000 4000 118180 110200 136320 135000 ~,psi 4180 3900 4820 4780 , Comments: REINFORCING STEEL APPEARRED TO MEET PROJECT PLANS Distribution: Detesubm~t~tobbo~etory 03/19/98 a b o d a f u Fracture Types psi PROJECT ENGINEER Notes: [] FIeM ndx .mi fldd t#( dido provided I~Y o(hef~ w~ #.~Mn. AITM C 172, C~ W C ~1, ~ C 143, M CM C 173 ~ C 231. T~m C 10~, ~MC 13~. Reviewed by: Consultants, Inc. 12801 8TEMMONS FREEWAY, ,807 DALLAS, TEXAS 78234-0847 1214)-243-88.18 Test Report Terracon Project Ho. 17981017 Repot NO. 5 Client]uutzgR CONSTRUCTION 2110 HIDDEN'dEEDS COURT ARLINGTON~ TEXAS 76006 Project PRINCETON pARK DENTON TAP & PARKWAY COPPELL; TEXAS Attn: MTKE BAI, I,OON Field Mix Data Sm~pleO~te: 03/18/98 Time: 11:15A sm~plad by: ~. H~PER ~e~ ~t~n: F~INGS I~btofld: lee.em. ~,out. me~,) CX:)NCRETE Design Strength et 28 dM 4000 MaterJd 8uppRor: LATTTMORE DoNvory Ticket No: 7048335 Truck No.: 457 Mix I.D. No.: Simple Location: FRocement Method: PUMP Field Test Data Test Slump, in0 Ak Content, % Concrete Temper.ture, °F Ambient Temperature, °F Flestic Unit Weight, pcf Laboratory Teat Data (ASTM C 39) 4.0 69 60 COMSe 8ggregite Size: Admixtures: B~tch size (cu.yd.): 10 Cu.Yd pMcad: 40 W~tir Idded on ll~e, gM.: O B~tch time: 10: 43 Time in mixer, min.: 32 NO.d.M SpecJmo. Size 6X12 O~te mJbmitted to Isbo~Mow 03/19/98 A B C D 6 6 6 6 ~c~. 28.27 28.27 28.27 28.27 ~., ~s. SC SC SC SC 03/25/98 D3/25/98 04/15/98 04/15/98 7 7 28 28 u U u u ith, poi 4000 4000 4000 4000 130360 127200 154620 156200 ~,p$l 4610 4500 5470 5530 Specimen NO. Spocimofl Size, inches Cross-Sm,'tJon Area, sq. As Received Specimen Wt. Tested By Date Tested Age et Te~t, day~ Fracture Type Min. CompresMve 8tre~ Total Load, Coml~e~.ive Strength. Comments: REINFORCING STEEL APPEARRED TO MEET PROJECT PLANS Distribution: · b · d · f u Fracture Types Notes: ~1 I~dd mix ind fldd tilt dMe IwovJded by MhMo ~M~C 172. C~ MC S1. bC 143. M CM C 173MC C 1~,~C 1~. Revbwed by: P~ B~I~ER