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ST9801-CS000602~ENT, BY-:- {~/2PI-PURCHAg,]:NG; 2 1435066?8 43,506678; JUN-:)"~'O 9:4~AM; BELL CONSTRUCTIOf~I P.O. BOX 540787 DALLAS, T.X 75354-0787 COMPANY FACSIMILE TRANSMITTAL SHEET ..... Robert Do Weber Y~X ,~UMIIER: TOTAl, NO- OII P&C..,F.S INCLI~I~ING ls|'iONE NU~BE~[: ' ' $ENIfEfVi REFERENCE NUMBER: YOUi, t~E~t. ENCE NUMg. ER; URGENT ['1 FOR REVIEW [~ PLEASE COMMENT [] PLEASE REPLY [] PLEASE RECYCLE 'NOTES/COMMENTS: PAGE Vv2-- SENT BY: CEPI-PURCHASZNG; 2443506678; JUN-2-00 Portland Cement Concrete Mix Design Report Client: Ed Bell Construction t0605 Harry Hines Blvd, Dallas, Texas 75220 Attn: Jay Strums FroJ eel: Cortcrete Mix Design · Sandy Lake Road Identification: 5 sack slip form mix ! Requirements J OesiEn : Compressivd Strength (psi / days) 33~00m~a~ ~Cement Conlent (sack) - ~ ,,,.~ ~Slump (inchc~s) '~Water Ceme~titious Ratio (lbs/lbs) 0.S l Eatrained Aii' Content (%~ :,1 ' '~t~terinl~ ' SoU'~e' ...... 1" .......SiZe or ~voe C~m~nt Holman Cement Co.t Type UII Fly Ash N/A Coarse AgF~gate t I/2" Lattimor¢ CAlshed Stone riFine Aggreg~tte Marock Natural Sand !Admixture #t WI~ Grace Water Reducer ASTM C494 t~dmixture #2 WR Grace A. ir l~-ntrainment ASTM C~60 !~ ! Proportions' ~ OneiCubic Yard SSD Basis .. !'Cement 470 .... Fly Ash NIA Coarse AgUegate t 925 Fine Aggregate 1285 Water 240 i Admixture #1 Water Reducer ASTM C494 14. t oz '~Admixture #2 Endrained Air ASTM C260 3-0 oz ~TQtals ! 39~q ...... i ..... "" Unit Weigh~ of Fresh Concrete(lt~/cubic foot): 145.2 Adjust wateri to maintain 3" slump. Adjust air e.~raimng agent to maintain 5.0% air content. Weights are S.S,D.- Moisture Coffection Required- g:43AM; PAGE 2/3 TernIsaac {214) 83~..a?ao Project No.: .986.~997 Report No.: 149416 Service Date: 7/! 7,'99 Page I of I SpecifiCation NA N/A NA NA 3.15 N/A 2.67 2,62 NA NA Absolute Volume (cubic Feet1 2.39 N/A t1.55 7,86 3.85 NA 135 ....... 27.QQ-. Our ~C¢CCTI _tad fq~nS are/br |he ene. SaJiv¢ dc of thee c. lifnl ~o where Lhey ate addtesMd and shill nos b~ fel)rOduced exL'ept in ['~tl withO~i the J. ggr~vai ~f' Ihc tes~lnlr, laboratory. lqhe u3~ Of Out e'klt~C mu61 fNCive wrie4en a.l~mval. O~t' lettOM 31'd rcportl Ipply c~,ly to d~e sample tested and/or in.qwcted. and ate not indicative of the qQ,lntiti~ej da~patemly idcmgcll or sirefiat products, SENT BY: CEPI-PURCHASING; m m. 2143506678; J UN- 2- 00 Client: Project; Portland Cement Concrete Mix Design Report Ed Bell Construction 10605 Harry Hines Btvd. Dallu. Texas 75220 Attn: Jay Slams Concrete Mix Design Sandy Lake Road 6 sack hand work mix. Identification: i( ~' ReQuiremea't~' Compressive Strength (psi / days) 'Cement Content (sack) Equivalent Slump (inches) l Water Cementidous Ratio (!b~lbs) !.En~h~4 ~ .........~[gterinls . Fly Ash ;Coarse ~Fine Ag~cg~te ~ : lAdminute J~l WR G~ce {Admix~re ~ ~ G~c~ , ~ Proportions ~ ..... One~ub[c Yard SSD B~is 'Cement Fly Ash ~Coarse ;Fine A~eg~te Desi-n 3600 psi N/A 4.0 max 0.44 ~ .O% · f Source [ ~ Holman Cement Co. r NIA t l t/2 Lanimore ' Marock Wa~er Reducer AiL~-n~rainmem i Water Admixture ~1 Water Keducer ASTM C494 ,Admixture ~._ Eatrained Air ASTM C260 ] To tal s ~., .. Unit Weigh! of Fresh Concrete(Ib/cubic foot): Adjust water to maintain 4" slump. Adjust air catraining agent to maintain 5-0% air content. Weights are S.S.D.- .Moisture Correction Required. IWeight .... fibs1 564 N/A 1925 1180 250 16.9 oz 3.0 oz 3919 145,2 Size or Tvoe Type 1/II N/A Crushed Stone Natural Sand ASTM C494 .6ST 'F MAX{ g:43AM; PAGE 3/3 Maxim Techneleglee hte,' 2ml L~, SIne ~,. T~h~{ ~4) ~ Project No.: 9863997 Report No.: 149417 Service Date: 071799 Page 1 of 1 , , Specification NA NtA NA NA :~peclnc ~;rmviw 3.15 N/A 2.67 2.62 HA NA Absolute Volume (c.u_t~c_.Feet~ ._ 2,87 N/A 11,5~ 7.22 4,01 NA 135 ... O,~t re.e.'~ :u,d rci:>oe',.s ,Ire the ~he c,tciu$ive ~ of t~ diem to whom ~y ~ ~d a~ ~1 ~[ ~ ~tM~ed cxcqt in ~ll wS[~ ~e ap~rov mE L~ t' ~ teshn~ }a~mm~. ~g ~ of o~ ~e mi ~ive ~n a~o~. Ow le. N r~ ~ly o~y Co ~ urnpie e.ted ~or t~tK N ve ~t ~canve o(tM q~hn orderly i~ or similar p~