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Princeton P1-LR 980310Consultants, Inc. 1~801 8TEMMONS FREEWAY, ;f~07 DALLAS, TEXAS 75234-0047 {214)-243-8830 Test Report TmTaoon Project No. 17981017 aoport NO. 4 Client ~ZBR COI~8TRUC~IOI~ 2110 H~IDDgN WBgD8 COURT J~,INGTONr TE~8 '/6006 Project PRZNC~I~)N D~NI~N TAP & COppI;~T.T. r TRY. AS Attn: HT~ B~T~N Field Mix Data $8m~loDet®: 03/10/98 Time: 4:00P Sm~Jed~: BDW R~ementOe~-14ptiofl: PARKING LOT 8ompJo LocotJofl: WEST END Placement Method: Field Teat Data Slump, In. Ak Content, % Concrete Temperature, °F Ambient Tempereturo, eF PJestk: U~t Wright, pcf Laboratory Test Data (ASTM C 39) Metefld: leo~m, pout..~ter! CONC~ Design Str~th ~ 28 d~ 3500 Mate~ ~: ~IMO~ ~ T~ket ~: 704799[ ~ I.D. ~.: Co~ ~e ~: A~: W~ ~ ~ ~e, g~.: O ~ch t~: T~ ~ ~, ~.: Track No.: 573 ~ Cu.Yd i~eced: 220 Ros.# SI~'dlkmti°" 5 6.0 60 45 pd Nomind~eclmenSizo 6x12 Ome~mitt~toldx~mofy 03/11/98 A B C D 6 6 6 6 ~. 28.27 28.27 28.27 28.27 ~.,~l. 3H 3H SC SC 03/17/98 33/17/98!04/07/98 D4/07/98 7 7 28 28 U U U U Ith, pd 3500 3500 3500 3500 116360 120860 151920 153860 ,,pd 4120 4280 5370 5440 SpocJmo~ No. Spock~ S~zo, inches Cross-Sectkm Area, sq. As Received ~;~eclmen Wt. Tested By Dote Tested Age et Test, d8y8 Fracture Type Min. Compreodve $tre, Totfd Load, lbo. Compreoolvo Strength, Comments: Distribution: · b o d · f u Fracture Types Notes: wHh em~ln~ A81'M c 17~, Cm~ln~ ~m~mer~ C $1, ~ c 143, Ak' ~ c i70 ~ c ~31, T~ c 1~, ~c 1~. ~v~wed by: PR~ B~I~BR lrer Consultants, Inc. 12801 8TEMMONI FREEWAY. 1907 DALLAS, TEXAe 782344847 1214)-2434131 Test Report T~n'~cofl Project No. 17981017 ~port No. 3 Client ~mZSR CO. TRUCrZON 2110 HIDDEN WEEDS COURT /~LINOTONr TEXAS 76006 Project PRTHCBTON PARK DENTON TAP G PARKWAY COpPELLr TEXAS Attn: MIJ(E BAL[X)ON Field Mix Data Sampk, I~te: 03/10/98 Tim~: 12; OOP Sampled by: BDW Placement De~.aiptlom P~ING LOT Scruple Locmkm: WEST CENTER Placement Method: PUMP Field Test Data T~t Slump, in. Ab' Content, % Concrete Temperonure, "F Ambient Tomporeture, °F Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Result 5 5.5 60 40 Truck No.: 755 ~ Cu. Yd plm~d: 100 pd Noadnd Specimen Size 6x12 Dote oubadttod to IdxwetorV 03/!1/98 A B C D 6 6 6 6 Jncho- 28.27 28.27 28.27 28.27 ~., lbs. JH JH SC SC 03/17/98 03/17/98 04/07/98 04/07/98 7 7 28 28 u u U u Ith, psi 3500 3500 3500 3500 116100 119220 179820 172340 ,. I~i 4110 4220 6360 6100 Specimen No. Specimen Size, Inch. Cro.-Sleticn Area, oq Ao Received Specimen INt. Tested By Done Tested Age et Teon, d~ye Fracture Type Min. Comproedve Strer Totd load, lbs. Comprudve StrmKIth, Comments: Distribution: · b · d · f u Fracture Types Notes: ["J I~dd mbt e~d edd t.t d~te rearmed by othom with emwldlne AITM C 172, CeMI~ W C Sl, ~lump C 143, Ak CmltW4 C 173 MC 2~I,TM~ Review~ by: ~.a.~~ PR~ ENGI~R Consultants, Inc. 12e01 STEWS FREEINAY, #907 DALLAS, TEXAS 7S234-e~47 1214)-243-ee3e Test Report Tofl'ocofl Pt'ojact No. 17981017 P..po~ No. 2 Client RA~;ER CO~STRUC'rIOH 2110 HTDD~N W~DS COURT ARLIHGTON~ TEXAS 76006 Project PRINCBTON pARK DRHTON TAP & PARKWAY COPPELLr TEXAS Attn: MT]~..~ BALLOON Field Mix Data SemGdo Det®: 03/10/98 Time: 10:00A SompJed by: BDW P;acernent Oe~iptlon: P~KZNG LOT S~ Locmlb~: SOUTH END Placement Method: PUMP Field Test Data Toot 8lump, in. Ak Content, 16 Concrete Temperature, °F Ambient TempMature, °F Pbstic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nomind Specimen Stye R~uM 5 6.0 56 39 Matedd: (ww~., e, wc ,ww) CONCRETE Doetgn St~h M 28 d~ 3500 ~e~ T~ ~: 7047945 COMN ~O M: Ad~: B~ ~e (~.~.): ~0 ~.Yd ~: 20 ~ch t~: T~ ~ ~, ~.: Truck No.: 786 6x12 [lute 8ub~ed to IM)Matory 03/11/98 A B C D 6 6 6 6 ~nc~s 28.27 28.27 28.27 28.27 ~.,~s. JH 3H SC SC 03/17/9803/17/98 D4/07/98 04/07/98 7 7 28 28 U U U U Ith, pM 3500 3500 3500 3500 103680 105340 156380 144120 I,l~i 3670 3730 5530 51OO Spacknon No. Specimen Size, inches Cross-Soctlbn Area, iq. As Received Specimen Teated ~y Date Teated Age at Teat, doyo Fracture Type Men. Compresoive 8tron Term Load, lbo. CornlxoeoJve Strength, Comments: Distribution: · b · d · f u Fracture Types Notes: ~~ c 172. C~ WC31, bC 14~, M Cs C 170 M C 2~1, TWM C 1~,~C 1~. Reviewed by: