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Villages C P1-LR 860619Maxim Engineers Inc. 2342 ?~bc'm Co ~s ~lants {2141 24/7575 Concrete Cylinder Test Repod Re~. Da,e 6/19/86 S~p~ Date 05/22/86 s,a.,.,~ 6"X 12" Area 28.27 ~uare inches To A.S. ~ss ~ncrete, Inc. p~o~ Vill~es of ~p~ll, ~ase I - Cop~ll, T~as Contra~or ~. S. ~ss ~ncrete, ~. Co,cretes~pce, a,aP,~,~ R.S. ~ss ~n~ete, ~ck #15109 aixNo. 5 Loca, ion o~ P,ac.men, Pav~ ~t 1/2 of ~o~ Street ~l-de-sac, 15' s~th of ~rth ~b, 20' west of ~t ~b. Materials So.rce/ SSD Batch Wts. Description (Lbs./Cu./Yd.) Other Data Cement Time Batched: 6: 46 a.m, Fly Ash Time Sampled: 7: 30 a.m. Coarse Aggregate Ticket No.: 134.00 Intermediate Aggregate TemDerature: Ambient 73° Concrete 78° Fine Aggregate Weather Conditions: Cle49,r Admixtures: 2. Added Water 25 gallons Entrained Air Content 5.0 % Specimen Age Slump Total Load Compressive Strength Strength Re~3uired Number (Days) Date Tested In. Lbs. P.S.I, P.S.I./days VOC 76 7 05/29/86 3 1/2 82000 2901 3000/28 77 28 06/19/86 98800 3495 78 28 06/19/86 98000 3467 Curing ASTM C-31 Test Method Fracture: Regular (UNO) Cylinders Made By: ASTM C-39 [q~ Remarks and/or Distribution PH/tn 411254 R.S. Ross Concrete, Inc. - Randy Ross Nathan D. Maier Consulting Engineers, Inc. - Janet Vick Dimension Brooks - Mark Kurtz Ginn, Inc. - Randy Flemming City of Coppell - Ed Powell Maxim Engineers, Inc. Reviewed by:/~ Maxim Engineers Inc. 2342 Fob,.:~,. ~ Geote~ hnioal P (h Box 599{? q': ~¥ Matenals T(~s!:n~;~ Dallas ~ (~xas ;'~2;-'~ ;:~ ~ Consultants (214~ 247 /fi F~:~ !S~.~;!~' ~ Concrete Cylinder Test Repo R.~. D.t~ 6/19/86 Sample Date 05/22/~ Sta~ard 6"x 12" Area 28.27 ~uare i~hes Proj~ Villages of ~ppell, ~se I - ~ppell, T~ Com~a=or R.S. ROSS ~crete, Inc. Concrete Supp~,~n~ Pm,t R.S. ~SS ~ncrete, ~ ~/15109 Mi, No. 5 Lo~t~o, ofP~o~m~,t Pang, ~r Street, ~st 1/2 of ~l-de-sac. Materials Source/ SSD Batch Wts. Description ,Lbs./Cu./Yd.) OtherData Cement Time Batched: 8 .* 30 a .1TI. Fly Ash Time Sampled: 9: 20 a.m. Coarse Aggregate Ticket No.: 13411 Intermediate Aggregate Temperature: Ambient 780 Concrete 79 o Fine Aggregate Weather Conditions: ~'~ Admixtures: Sunny/windy O 2, Z Added Water 0 gallons Entrai.ed Air Content 4.5 % Specimen Age Stump Total Load Compressive Strength Strength ReQuired Number (Days) Date Tested In. lbs. P.S,L P.S.IJdays VOC 79 7 05/29/86 5 1/4 72400 2561 3000/28 80 28 06/19/86 98800 3495 81 28 06/19/86 96600 3417 Curing ASTM C-31 Test Method Fracture: Regular (UNO) Cylinders Made By: ASTM C-39 ~ Remarks and/or Distribution PH 411254 R.S. Ross Concrete, I~c. - Randy Ross Nathan D. Maier Consulting Engineers, Inc. - Janet Vick D~sion Brooks - Mark Kurtz ¢inn, [nc. - mmdy ~'lemming City of Coppell - Ed Powell Maxim En.qineers, Inc. Reviewed by: ~ Maxim Engineers Inc. 23-?:' i ':Px~n~: r'~ M~'~terrals~estr,;,, [)a~a~ ~,xa- '~,;':~ '{ ~;: ~: ~% Concrete Oylinder Test Repo Re~. Date 6/19/86 Sample Da,e 05/22/86 Standard 6"x lZ' Area 2B.27 ~uare inches To ~.S. ~ss ~nc~ete, ~c. P,o~ Vill~es of ~ppell, ~e I - Co~ell, T~ Contractor R.S. ~SS ~ncrete, ~c. Co.cre,.su~o~e~a.~,,a.~ R.S. ~SS ~ncrete, ~ck #174 U~No. ~ Loca~on o~ P~aceme,, Pang, ~1~ Street, station 31+75 at t~ ~ord Street ~tersection. Materials Source/ SSD Batch Wts. Description (tbs./Cu./Yd.) Other Data Cement Time Batched: 11: 05 a.m. Fly Ash Time Sampled: 11: 40 a .m. Coarse Aggregate Ticket No.: ]..~,-01 Intermediate Aggregate Temperature: Ambient 790 Concrete 82° Fine Aggregate Weather Conditions: Admixtures: Sunny/windy 2. Added Water 20 gallons E.trai.ed Air Co.te.t 3.5 % Specimen Age SJump Total Load Compressive Strength Strength Required Numper (Days) Date Tested In. tbs. P.S.L P.S.I./aays VOC 82 7 05/29/86 3 3/4 81000 2865 3000/28 83 28 06/19/86 104800 3707 84 28 06/19/86 104600 3700 Curing ASTM 0-31 Test Method ' Fracture: Regular (UNO) Cylinders Made By: ASTM C-39 Remarks and/or Distribution R~ PH 411254 R.S. Ross Concrete, Inc. - Randy Ross Nathan D. Maier Consulting Engineers, Inc. - Janet Vick Dimension Brooks - Mark Kurtz Ginn, Inc. - Randy Fi~ City of Coppell - Ed Powell Maxim Enqineers, Inc. Reviewed by: _ ,? Maxim Engineers Inc. 2342 Fah~r~} G~-.(;t(,':nr- ::a P () Bo× Mate ~s ~ estw~ ~)a~as. Con su~ta nfs ( 214 ) 24" Concrete Cylinder Test Repo Re~ Date 6/19/86 Sample Date 05/22/86 Standard 6"x 12" Area 28.27 ~uare inches To ~.S. ~ss ~ac~ete, ~c. Contractor ~.S. Co,c~eteSupp~ierandma,t ~.S. ~SS ~nc~e~e~ ~c~ tt~ Mi~No. ~00 Lo,atto, of P~ac~m~,~ ~a~ 35 Materials Source/ SSD Batch Wts. Description (Lbs./Cu./Yd.) Other Data Cement Time Batched: 12: 30 p .m. Fly Ash Time Samp,ed: 1: 15 p .m. Coarse Aggregate Ticket No.: 6.1L310 Intermediate Aggregate Temperature: Ambient 810 Concrete 830 Fine Aggregate Weather Conditions: ~" Admixtures: Sunny/windy O 2. Z Added Water 10 gallons Entrained Air Content 4.5 % Specimen Age Slump Total Load Compressive Strength Strength ReQuired Number (Days) Date Tested In. Lbs. P.S.I. P.S.I./days VOC 85 7 05/29/86 1 1/2 114700 4057 3000/28 86 28 06/19/86 156400 5532 87 28 06/19/86 152600 5398 Cunng ASTM C-31 Test Method Fracture: Regular (UNO} Cylinders Made By: ASTM C-39 Remarks and/or Distribution _~_M_ PH 411254 R.S. Ross Concrete, Inc. - Randy Ross Nathan D. Maier Consulting Engineers, Inc. - Janet Vick Dimension Brooks - Mark Kurtz Girm, Inc. - mmdy F e.zi City of Coppell - Ed Powell Maxim Enqineers, Inc. Reviewed by: . Maxim Engineers Inc. 2342 Fabems r- Geotechr~ma', P() Box 599¢2 Materals']-e~r~; Dailas Texas ~:? ? ~/ ~;~ Consultants (2 4~ 24 z /5/5 .!i~.~:;:~ Concrete Cylinder Test Repo Re~. Date 6/19/86 Semp,e Date 05/22/86 Standard 6"X lZ' Area 28.27 ~uare inches To R.S. ~ss ~ncrete, ~c. P~O~e~ Villages of ~ppell, ~se I - Coppell, T~ Contractor R.S. ~ss ~crete, ~c. Concrete Supp, er an~ P,an~R.S. ~ss ~ncrete, ~k #167 M~x No. ~ Location o~ P,acement Pang, all~ A, ~75 Materials so,,c./ SSD Batch Wts. Description (Lbs./Cu./Yd.) Other Data Cement Time .arched: 2: 00 p .mo Fly Ash Time Sampled: 2:45 p.m. Coarse Aggregate Ticket No.: 74106 Intermediate Aggregate Temperature: Ambient 82° Concrete 84° Fine Aggregate Weather Conditions: Admixtures: Sunny/windy 1. AEA 2, Ad0ed Water 10 gallons E,trained Air Content 4.5 % Specimen Age Slump Total Load Compressive Strength Strength Required Number (Oays) Date 'rested In. Lbs. P.S.L P.S.I,/days VOC 88 7 05/29/86 1 1/4 108700 3845 3000/28 89 28 06/19/86 142800 5051 90 28 06/19/86 144000 5094 Curing ASTM C-31 Test Method i Fracture: Regular (UNO) Cylinders Made By: ASTM C-39 Remarks and/or Distribution FH 411254 R.S. Ross Concrete, Inc. - Randy Ross Nathan D. Mater Consulting Engineers, Inc. - Janet Vick Dimension Brooks - Mark Kurtz Ginn, Inc. - Randy City of Coppell - Ed Powell Maxim Enqineers, Inc. Reviewed by: ~ Maxim Engineers Inc, 2342' Mat~r~s~s F est ~ {~ [)~', ~,% Texas '5J2~ ~'~ Consuilants (214 ~ 247 ,,.,m F5 Concrete Cylinder Test Repo Re~. Date 06/19/86 Sample Date 05/22/86 Standard 6"x Area 28.27 ~uara inc~s To R.S. ~ss ~ncrete, ~c. P~oj~ Villages of ~ppell, ~se I - Co, ell, T~ Contra=o~ R.S. ~ss ~ncrete, ~c. Co,=~ete s~pp~e~ a.~ P,an,R.S. ~ss ~ncrete Mi~ No. 3600 Lo~io, o~m~cem~nt Pang, alley B, station 2~75 Materials Souroe~ SSD Batch Wts. Description (Lbs./Cu./Yd.) Other Data Cement Time Bitched: 4:10 p .m. Fly Ash Time Sampled: 4: 50 p .m. Coarse Aggregate Ticket No.: 78401 Intermediate Aggregate Temperature: Ambient 83° Concrete 85° Fine Aggregate Weather Conditions: Sl.~"'lny/~dy ~' Admixtures: co ~ 1. AEA O 2. Z Added Water 0 gallons Entrained Air Content 3.5 % Specimen Age Slump Total Load Compressive Strength Strength Required Number (Days) Date Tested In, Lbs. P.S.I. P.S.I./days VOC 91 7 05/29/86 1 110200 3898 3000/28 92 28 06/19/86 152600 5398 93 28 06/19/86 148800 5264 Curing ASTM C-31 Test Method Fracture: Regular (UNO) CylinOers Made By: ASTM C-39 RH Remarks and/or DistriPuUOn PH 411254 R.S. Ross Concrete, Inc. - Randy Ross Nathan D. Miler Consulting Engineers, Inc. - Janet Vick D~nsion Brooks - Ma=k Kurtz City of Coppell - Ed Powell Maxim Enqineers, Inc. Reviewed