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Alexander Ct-LR070906NOV -02 -2007 08:14 From: To:972' 3570 SAm ENGINEERING & TESTING, L.P. Serving The Geo- Industry Since 1974 1115 Luke Street, Suite 100 Irving, Texas 75061 Phone: (972) 790 -1910 a FAX. (972) 790 -0967 :Bent: Barson Utilities, Inc. 5326 Ledbetter Dallas, TX 75236 roject: Proposed Project Dallas, TX Buffalo Harms & Strength (ASTM C- 38179): 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): ntrained Air (ASTM C -260): Nater Reducing Agent (ASTM C -494): y Ash oarse Agg. ne Agg. (sand) otal Maximum red air % (AASI-ITO -T26) Reducing Agent (oz) Concrete Mix Design Report Date; P. 4/6 GuOlUd n acal Materials ���tLT Failure rontlnp • Invc:tij1;fian Gnviluranentul 9/6/07 Design Guidelines: ASTM /ACl/Other: Hand Work Project No.: 476EX3K7 Report No.: 6 Page: 'I of 5 i�ie9-9- days Regular Strength. Flowable Fill Holc im (Type 11......- ... NONE ,r -,; --------- ------------ - - - - -- •- •--- - - - - -- NONE---•-------------------------- #4 - #2.00 - 7 "- - - -- . ....Paradise, TX. NONE. --...----• ..............•---- NONE- - - - - -- ------- -- - ----------- •- - - - - -- ature (at placement) not to exceed 95 F n lbs. Par r'.uhie Vora %f should be adjusted for moisture in sand, Coarse Aggregate & Fly Ash. resh Unit Weight (pcf) later Cement Ratio ly Ash % of Cementitious Mat. . Agg. as % of Total Agg. 160.9 U ------------ ---- ---------- - - - - -- 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.Sc., Ph.D., P.E Civic & Environmental Engineer Texas Registration Number: 6189$ G : /2007 /4761ex3k7 /mix/M lx6 NOV -02 -2007 08:14 From: To:972 3570 0y /06 /24IV 10:04 9727900967 SAM ENGINEERING, SAM ENGINEERING & TESTING, L.P. Serving The Geo- Industry Since 1974 711:5 Luke Street, Suite 100 Irving, Texas 75061 Phone: (972) 790 -1910 ■ f "AX: (972) 790 -0967 (lent: Barson Utilities, Inc. 5326 LAdbatter Dallas, TX 75236 Prnpnsed Project Oailas, TX Buftalo Harms & trength (ASTM C- 38/79): ement Content, (ASTM C -150): ly Ash Content (ASTM C -618): lump Range (ASTM C -143): oarse Aggregate SIZe (ASTM C -127): ine Aggregate Size (ASTM C -128): strained Air (ASTM 0-260): /ater Reducing Agent (ASTM C -494); P. 5/6 PAGE 07 GaeNae-hro ..f Malrwk SE &T FaUum TeMn'g lnvestlpenm Envlrpnm read Concrete Mix Design Report Date: 11/6/07 Design Guidelines: ASTM /ACI /Other' Hand work Project No.: Report No.: Pane: 93ign S ecifleations 4 Op Ei dais-- - - -••- - ------ 6.5 ck - Holcim • (Type I) - •- NONE -- - - -.......................... • ...... 2� _ 4n IVIIIICre9k,.Oklahtxna TX Paradise, : ...... ....... - - - -• ---- • .. ........ 4 - 6% Boral Soz/100# �`ement - Boral 1-1 Maximum concrete tam Fly Ash Coarse Agg, Fine Agg (ranra) *Water Entrained air % (AASHTO -T26) Water Reducing Agent (oz) Total lacement) not is Cubic Yard of Fr SP GR SSD Batch Abs. Vol. 3.16 611 G11 3.109 2000 2000 11, 83 2 -'! 1 2,6 1065 1065 6,582 1 257 257 4.113 4.6 4oz ZZ 1.38 Bm /1000 (xmcnt - 360Z 36oz 0.036_ - 3035 3835 21 should be adjusted for moisture in sand, Coarse Aggregate & Fly Ash, ash Unit Weight (pcf) Aer Cement Ratio Ash % of Cementitious Met, Agg. as % of Total Agg. 145.7 1 dXy - .................... �......... Ni5f4� ........ -- - ....... .,- . - - - - -• br4• 9 ---------------------- I'll --- -- t has been a pleasure to Serve you on this project and we trust that this report IS Satisfactory. /ery Truly Yours, 5AM Engin"mrinig & Testing, Inc. adik (SAM) AI- Musawe, M.SG., Ph,D„ P.E- ivil & Environmental Engineer exas Registration Number, 618 93 41SEX3K7 6 6of5 F r; • /9 nn7 /A7G /hx;1k %!m 1x/M1xb