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Alexander Ct-LR070815NOU -02 -2007 08:14 From: To: 972' 3570 SAM ENGINEERING & 1 ESTING, L.R. Serving The Geo- Industry Since 1974 1115 Luke Street, Suite 100 Irving, Texas 75061 Phone: (972) 790 -1910 ■ FAX: (972) 790 -0967 Barson Utilities, Inc. 5326 Ledbetter Dallas, TX 75236 Proposed Project Dallas, TX Buffalo Harms & Bryan P 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): ntrained Air (ASTM C -260): later Reducing Agent (ASTM C -494): y Ash parse Agg. ne Agg. (sand) Concrete Mix Design Design Specific P.2/6 f:gnla�,hnirgl Mdtvials �.� &T Failure Trsting invr.:tigalitm ErlVlf°nrnMta� Report Date: 8115107 Design Guidelines: ASTM /ACI /Other: Hand Work Project No.: Report No.: 3000 psi /28 da................ s .. . --.. ----------------- 5sack - Hofcim (Type!) - -- NONE 1.5" - #4 TX1, Millcreek, Ok_ lahoma TXI,•Paradise, Texas -------------------------------•----------------- 4 - 6% Boral 6oz/100# Cement - ...... Maximum concrete tempera Estimated Weight In ' ntrained q:r 04p (AAAHTO -T26) Vater Reducing Agent (oz) otal 476EX3K7 1 of 2 not to exceed 95 F of Fresh Concrete SP GR 880 Balkc—h Abs. Vol. 3,15 470 470 2.391 2.71 2000 2000 11.83 2.6 1335 1335 8.228 1 198 198 3.173 4 -6 1 4oz 2$QZ 4oz 1.36 6otJ100 #c ®mart ^2802 0.026 - 4004.7 4004.7 27 should be adjusted for moisture in sand, Coarse Aggregate & Fly Ash. ;sh Unit Weight (pcf) 3ter Cement Ratio Ash % of Cementitious Mat. Agg. as % of Total Agg. 148.3 U.42- ---------------- - - - - -• - - - - -- NONE...................... .• -... SO- •---------------------------- -------------------------- — ....... t has been a pleasure to serve you on this project and we trust that this report is satisfactory. /ery Truly Yours, 3AM Engineering & Testing, Inc. adik (SAM) AI- Musawe, M.Sc., Ph,D., P.E. :ivil & Environmental Engineer exas Registration Number, 61993 0. 12007 /337a/ex3k7 /mix 1M1x2 NOV -02 -2007 08:14 From: To:9721 3570 SAM ENGINEERING & 1 ESTING, L.P. Serving The Goo- Industry Since 1974 1115 Luke Street, Suite 100 Irving, Texas 75061 Phone: (972) 790 -1910 • FAX: (972) 790 -096337 lient: Barson Utilities, Inc. 5326 Ledbetter Dallas, TX 75236 roject: Proposed Project Dallas, TX Buffalo Harms & Bryan Pi itrength (ASTM C- 38/79): :ement Content (ASTM C -150): ly Ash Content (ASTM C -61 By lump Range (ASTM C -143): barse Aggregate Size (ASTM C -127): ine Aggregate Size (ASTM C- 128): strained Air (ASTM C -260): later Reducing Agent (ASTM C -494)_ Concrete Mix Design Report Date: Maximum concrete Cement Fly Ash Coarse Agg. Fine Agg. (sand) `Water Entrained air ^/n (AASHTO -T26) Water Reducing Agent (oz) rotal P. 3/6 �..rofccnmrm mdlw„'. SE &T Fa"ure rmtinrt InvesGgtiGut Emt1rommpntal 8115/07 Design Guidelines: ASTM /ACI /Other: Hans, work Project No.: 476EX3K7 Report No.: 2 2of2 k H �T�`Fe �� .............. . . . . .. .... :: ............ .......... I......--------- .. . .................. - ---: Millcreek, Oklahoma #4 - #200 - . . .. ............. - ._.- ... Paradise Texas 4 - 6% Boral KUt..... . .. ........... . .. .......... ...... re lat placement) not to exceed 95 F is. Per Cubic Yard of Fresh Concrete SP GR 3.15 SSD 564 Batch 564 Abs. Vol. 2.869 2.71 2000 2000 1183 2.6 1155 1165 7.121 1 2.37 237 3.796 4 -6 4oz 4oz 1.35 0.034 _6oz/foo #cement 34oz 34oz - 3958 3958 27 'Water 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'% of Total Agg 14.6.6 _ U.42 ....... ----- •-•- ----- I....... JVWNE............................ 53: 5--------------------- - -- - - - - -- 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. Civil & Environmental Engineer Texas Registration Number: 61893 G: /2 U07/337a/o,X3k 7 /rrnx /Mix2