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Alexander Ct-LR071102 NDV-02-2007 08:14 From: To: 9723043570 P.l"6 ASHLEY CONCRETE 817...683-0746 DISPATCH 214-941-8533 FAX www.asblevcODcrete..com TO: .Mr. Larry Davis City of Coppell, TX 972-304-3684 v 972-304-3570 f FROM: Buffalo Harms SUBJECT: Mix Design Approval Request Dear Mr. Davis, Per our conversation please fwd attached mix designs and a break report for 4~.... I design. Alfredo advises he is going to use the concrete for C7 T f I can be of further service please do not hesitate to call upon me at the number above. We at Ashley look torward to serving you. ).t y 0\ -f,-/" ~ ~\tv1 . 1 () fl . H/~,tJ j..- '" ' 0 0 v' C(J~ \117 II\t 1J joOt ~ Or: NDV-02-2007 08:14 From: To: 9723043570 ~ Serving The Geo-Industry Since 1974 'f'i!l ' 1 15 Luke Street, Suite 100 Irving, Texas 75061 Phone: (972) 790.1910 · FAX: (972) 790-0967 * P.2/6 r.:llrl''='(',hnJr....' M<ll.,illls ~ Fllihn r""fln" V'nV""!i!I~tlnn enllironmnnt3/ SAM ENGINEERING & TESTING, L.P. Client: Barson Utilities, Inc. 5326 Ledbetter Dallas, TX 75236 Concrete Mix Design Report Date: 8/15/07 Design Guidelines: ASTM/ACI/Olher Hand Work Project: Proposed Project Dallas, TX Project No.; 476EX3K7 Report No.: 2 Attn: Buffalo Harms & Bryan Picer Page: Design Specifications 1 of 2 Strength (ASTM C-38/79): Cement Content (ASTM C~150): Fly Ash Content (ASTM C-618): Slump Range (ASTM C-143): Coarse Aggregate Size (ASTM C.127): Fine Aggregate Size (ASTM C-128): Entrained Air (ASTM C-260): Water Reducing Agent (ASTM C-494): ~q~~ .p.~.~?~!!~Y.~.. ...... ....... ,... ... _ ___ _ _ __ -~~~.~:.~9!~l~ .(TY..p.~.!~ _... __ _ __ _ _ _ __ _ ___ _ _.. NONE 2":'4;1---- - -.-... .............. -...... u - - - - - - - -- '{5';': #4 -txU",iilci-eek~' Okiaiioma", - -.. - -- 1#:: ~~~9:: :T~[,: ~~~:~[~~~ :t~~~~::: ~:::::::: 4 - 6% Boral ~~~~:q~:~:~~~~~~:~9~::::::::::::::::::::: Maximum concreto temperature (at placement) not to excet!d 95 F Estimated Weight In Ibs. Per Cubic Yard of Fresh Concroto ...-., - ----. . -- SPGR SSD Batch Abs. Vol. Cement 3.15 470 470 2.391 Fly Ash - . - - Coarse Agg. 2.71 2000 2000 11.83 Fine A99 (sand) 2.6 1335 1335 8.228 "Water 1 198 198 3.173 Et"'train€'d :?!' % (.AA~HTO. T;:6) 4-6 I 40;/; 40z 1.35 ~ollT OO#~~morl ,--- ..... . .. - ..--- f----' Water RedUCing Agent (oz) 280;;;: 280z O.O~6 l Total .. I 4004.7 4004.7 27 "Water should be adjusted for moisture in sand, Coarse Aggregate & Fly Ash. Fresh Unit Weight (pcf) Water Cemenl Ratio Fly Ash % of Cementitious Mat. C. Agg. as % or Total Agg. 148.3 t5.42.' ...hhuu - -- - ----- .-........ NoNE......................... "". 50...... u -- --. -- u - u u -.. -..... .. II ........ ....__ _. ..________.."...... ......... 11_ :1 II i I It has been a pleasure to serve YOll on this project and we trust that this report is satisfactory. Very Truly Yours, SAM Engineering & Testing, Inc. .~ Sadik (SAM) AI-Musawe, M.Se, Ph,D" P.E. CiVil & Environmental Engineer Texas Registration Number' 61893 0.12007 1337a1ex3k7 1m ix/Mb<2 NDV-02-2007 08:14 From: To: 9723043570 ~ Serving The.GeO-lndustry.Since 197<1 11 1 ~ Lllke Street Surte 100 IrvIng, Texos 75061 Phone: (972) 790-1910 . FAX: (972) 790-09fi7 * P.3/6 l,C()'~CI'nlr:'" M~I.,i;JI" ~ Failure '.""nq vlrlVO!slig~Li"l Enl/l","m~n'al SAM ENGINEERING & TESTING, LP_ Client: Barson Utilities, Inc. 5326 Ledbetter Dallas, TX 75236 Concrete Mix Desi n Report Date: 8/15/07 Design Guidelines: ASTM/ACI/Other: Han(1 Work Project: Proposed Project Dallas, TX Project No.: 476EX3K7 Report No.: 2 Attn: 20f2 Strength (ASTM C-38/78): Cement Content (ASTM C-150): Fly Ash Content (ASTM C-618): Slump Range (ASTM C-143): Coarse Aggregate Size (ASTM C-127): Fine Aggregate Size (ASTM C-128): Entrained Air (ASTM C-260): Waler Reducing Agent (ASTM C-494): 2'; ~- 4;'-.......... - - -......... u ............. ----. '{'5"~' #4 'TXi," Miilcreek: - okiai-iofrii:i.......... #4" ~ #200' ~.txi,' Par.idise~-Texa'5'''''' on... 4 ~-€f%'Borafn -.... n.... nn -....u - - - -....... NONE'" "'n - n. ......... h - n...... --.. ...... ..--...-----w...._____..w......._____~.....___.__. SPGR SSD Batch Abs. Vol. Cement 3.15 564 564 2.869 Fly Ash Coarse Agg, 271 2000 2000 11.83 Fine Agg. (sand) 2.6 1155 1155 7.121 'Water 1 237 237 3.796 Entrained air 'YIl (AASHTO-T26) 4-6 40z 40z 1.35 "Water Reauclng Agent (O.l) - 34oz'- , 6o.z/IOO# cement 340z 0.034 " II Total 3958 3958 27 .Wat@r should be adjusted for moisture in sand, Coarse Aggregate & Fly Ash. Fresh UnIt Weight (pet) Water Cement Ratio Fly Ash % of Cementitious Mat. C. Agg. as 'Yo of Total Agg 146.6 ij'.42..........- - - -....... - -........ NONE....... _.....n - -.........-- 6'3:5'" - ._n -..... h u__....n -. -.. ----....... ..... ---...... - --... ...-.. ."'- - -- It has been a pleasure to serve you on this project and we trust that this report IS satisfactory. Very Truly Yours, SAM Engineering & Testing, Inc. ..,.-..~ Sadik (SAM) AI.Musawe, M.Sco, Ph.D, P.E. Civil & Environmental Engineer Texas Registration Number: 61893 G:l2007/337:!1ex3k7/frllx1Mix2 NDV-02-2007 08:14 From: To:9723043570 P.4/6 JtA Serving The Geo-Industry Since 1974 1115 Luke Street, Suite 100 Irving, Texas 75061 Phone: (972) 790.1910 · FAX: (972) 790-0967 "* CWII:ll,;lllll(j~~1 M,,'eri.l. 6SE& T r.iI",. lestlng V,nv".titintion ~'rIvar(Jfllntlrlli;ll SAM ENGINEERING & TESTING, L.P. Client: Barson Utilities. Inc::. 5326 Ledbetter Dallas. TX 75236 Concrete Mix Desi n Report Date: 9/6/07 Design Guidelines: ASTM/ACf/Other: Hand Work Project: Proposed Project Dallas, TX Project No.: 476EX3K7 Report No.: 6 Attn: Buffalo Harms & B an Piper 1 afS Strength (ASTM C.3BI79): Cement Content (ASTM C-150)~ Fly Ash Content (ASTM C-618): Slump Range (ASTM C-143); Coarse Aggregate Size (ASTM C-127): Fine Aggregate Size (ASTM C-128): EntraIned Air (ASTM C~260): Water Reducing Agent (ASTM C-494): ?- .._Q9 ....___9!1.Y.~.R.~s_~~~~.~~~~.~9!~.!:I~~~ble Fill ..... :.~~r~ll1). (TYP.~.!l...... _ _ _... _ __ _ ... ... NONE !:i"~'j~'"'' u -- - n.... -- ....n... h.. -. U n _. __ n. NONE.". __n_ --... - - n.. ....n - - -..... nn.... #4 -~#206. ~ 'i-xi,. Par~idfse:.tx~"''''. On - -... NONE--u.. - _n_..... Un_.... h n......... _n_ NONE--. ..n. - - -.. ..n. n_ - -.... - - --...... u___ ............ ....... -- - -.... ..._--........... .............. -........ -- -.. SPGR SSO Batch Abs. Vol. Cement 3.15 47 47 0_239 Fly Ash Coarse Agg. Fine Agg. (sand) 2.6 4268 4268 26.309 "Water 1 28 28 0.462 Entrained air % (AASHTO- T26) Water Reducing Agent (OL) 6/)v1001l "",II"'nt Total 4343 4343 27 'Waler should be adjusted for moisture in sand, Coarse Aggregate & Fly Ash. Fresh Unit Weight (pcf) Water Cement Ratio Fly Ash % of Cementitious Mat. C Agg. as % oHotal Ag9. 160.9 0'.6........ - - - -..... - - -........ - - -- NONE" n n. U -- - n........ - - n.. - -... ....---...... ......_--.. ..... .._--..... ........_-----..._---~........_---.... It has been a pleasure to serve you on this project and we trust that this report is satisfactory. Very Truly Yours. SAM Engineering & Testing. Inc. ~-'-- SadiK (SAM) Al-Musawe, M.Sc., Ph.D.. P.E Civil & Environmental Engineer Texas Registration Number: 61893 G :/2007/4 76/e)(:J1I7/mixlMlx6 NDV-02-2007 08:14 From: 0~/~~/~~~7 10:04 ~727900967 To:9723043570 SAM ENGINEERING SAM ENGINEERING & T ESTINO, L.P. ~ Sorviny The Geo-Industry Slneo , 974 ~ 1115 Luke Street, SuIte 100 . Irving. Texas 75061 Phone: (972) 790-1910 · fAX: (972) 790-0967 * Client: Barson Utilities, Inc. 5326 L8dbAttBr DAIIAA, TX 75236 Collcrete Mix Design Report Date: __.....t P.5/6 PAGE 07 G.!ftItl'~r'W!"1 M;.1..,olo. DSeD_T Fall.... Turli'l\'l \7'lnV9llllOAnM Envlronmonllll n/6107 Project: Project No.: Oelliign Guideline.: ASTM/ACI/Other: Hand Work 416EX3K7 Prnpnsed Project Oanas, TX Report No.: Attn: StrElngth (ASTM C-38179); Cement Contl!!l'It (ASTM C-150): Fly Ash Content (ASTM C~18): Slump Range (AS'rM C-143): Coarse Aggregate Size (ASTM C-127): Fine Aggregate SiZe (ASTM C-128): Entrained Air (ASTM C-2(0): Water Reducing Agent (ASTM C-494); ~_ qP.~i{?~.~~.Y.L...... mm_ ___m .......... ~.~__. ct:~~I~i~.IT)J?~~L_ __............... NONE 21.-.-4"..... .......... -... - - - - -----.. ~.. ................. ~...... i"5,i -~- ,.rfir Miilcreei<' Okji,homa.......... . ..................... ....~..n...u..... ......... ~. ~.~?~9.~.~t,.P.~n-.~t~-:1.T~;.. n.... nom_ 4 - 6% Boral ~~~:q~:~~~~~!::~9~::::::::::::::~::~~~~ SPGR SSD Batch Abs. Vol. Cement 3_16 611 611 3.109 rly Ash i71 Coarse Agg, 2000 2000 11,63 f:ine Agg (AAnfI) 2.6 1OS5 1065 e.5S2 "Water 1 :257 257 411~ Entrained air % (AASJ-iTO- T26) 46 40z 40z 1.35 Water RedlJcing AgenL (02:) flm:/100l1l c;emcnt 360z 360z 0.036 -- Total 393b 3935 21 .Wilter should be adjusted for moisture in sand, Co::trse Aggregate & Fly ^sh. Fresn Unit Weight (pef) Water Cement Ratio Fly Ash % of Cementitious Mal. l':. Agg_ as % of Total Agg. 145.7 l1.4~." .......... ..........--............ ......... NtiNj;' .....--- ._0......... ........ ~~~: :~::: ::::::: :::::: :~:: ::: ::::: It ',as been a pleasure to serve you on this project and we trust that this report Is satisfactory_ Very Truly Yours, SAM EngillttMring & Testing. lnc ------ Sadik (SAM) AI-Musawe, M.Sc_, Ph.O" P.t=:- Civil & Environmental Engineer Texas RCQi~.tr~lioll Number~ 61893 " -. .~- 6 50fS rN.,nn7/.47rJ"'~lk ~/mlxlMI~ NDV-02-2007 08:14 From: To: 9723043570 P.6/6 TEAM C()nsultarlts, Inc. Mr, John Wright Dalla~ Wale;] L.IliliLil;~ 2121 Iv.!.Hin Street. SIC. 3[)(J Dajla~" TX 7520J GeoLechniral Environmental Construction Materials Testing . CONCRETE STRENGTH IlliJ.ORT (ASTM C-:W), (ASTM C-78) OR (TEX-418-A), (TRX-44fl-^) DA TF.: 08/25/2007 JlliJ)()RT NO.: -l~2/1:n .IOB NO.: n(I~1]2 l'l{O.IJ~(,T; r'iJpi I.ill lrllpro I'cmGnls Val'iOwi /.llcatJom; COnlrac1 No, (l(, 10 I /1 (J~ M ikc: AnJWlllca INSP.ECTOR: ----- (:ylor SllImp(irl.) Air (IYc,) Str'cngth (Ilsi ) Ih~:tm Batt DlIk ASTM AS'J."M 21'l-I):.y No. Loclltiml llrcaJ, M:lllc' (C-14~) ((:-231) 7-f):IV 2f1-1 hl\' Sp(~cs. I ~J.. .A P;JVing rcplaGel11ellt 07/31 CJ'7/2 tI 4.0() 2.S (4::!10) B westhound laut or 07 /'J 1 07/24 (4730) C ()9)7 Wcstlake and ()X121 O'! /14 5540 D Wl;:-;l.l>hnrr~ OR/21 07 /24 :'i~'lO 13. ^ Rcpnve.11l.ent III 08/0 I 07/25 ~.7S JJI (3~t)()) JJ westbound lane 011 Wesl ()~VO j en /'25 (Y>50) C Lake be[',11111ing in front OR/22 07/25 SHW D of695? WeRt .L.tkc 08/22 07/25 5060 14- A POV(:JIJl.:lll replacement ()X/O? 07/26 3.25 2.0 (4760) B Eastbouncl lam: 08/01 07/2() (4590) C r~sidencc OR/2 ) 07/26 (DIscard) D 6933 Westlal\.l: OS/23 07 !2(l (Discard) 15- A Northbound lane (J/{/03 0'//27 4.00 :1.5 (5850) R G919 Westlake m~/() 3 07/27 (5770) C OR/24 07/27 (Disc::-lrc1 ) D O~/24 07t27 (Di!lcarct) RUMARKS: Conical fi'actmc Oil cylinders lInks:i otherwise uutl:U. Cylindcr diameler (J(IO" uldess othcnvisc noted. TRAM ConsuUants, inc. Hy: '__ J, I '...,1,. . ,:I~.'-I"",. ,.5, )_- linl'my W(Juky .Jm t;c:: TbrsOI1 Utilities/Kab B<lrl>on 2970 S. \-liilton Walk'~I; .'Iuiw 101 J)nlll7.1', 'IX 7.12// J/UI Plwscw! Vallc)', SuiU' /01 ArlingloJl, TX 76015 (2/4) 33/-4395 (8/7) 4(i7.5500 Fax (2/4) 33/-4458 F({~ (8/7) 468.99.'0