The URL can be used to link to this page

ST8805-LR 890124Maxim Engineers, Inc. Ge.&)technical Materials Testing Consultants 2342 Fabens 6.. ¢ P.O. Box 59902 Dallas, Texas 75229 ~,' ~.." ~ ? -- (214) 247-7575 RECEIVED JAN 2 5 ~989 Portland Cement Concrete Mix Design 1 Repo, Date 01/24/89 Sam~ DaR 01/24/89 To L.H. Lacy Cc~pany Prolect ~ ~ Road - Job ~310 - COp[ell, Tew~ ~nt~ic.t~ 3000 psi/28 Days 500 Flex/? Days 6 Sack Requirements compulsive ~ (t=si/days) Flax=aZ ~ (mi/days) water cama~ z~a~_i.o Sluap (in.) Har~ Plaoemarm Design Specification 3000/28 3000/28 5oo/7 500/7 4.8 6.5 3_+1 MaterialS Source ~ ~t:ries TXI TX[ W. R. Grace W. R. Graoe Size or Type I Specific Gravity i 3v/2""-tt1~4 C~ ~ 2.67 ~L4--0 na~ ear~ 2.64 #4-O 3mara.~ac'O.E"ed smld 2.63 Proportions One Cubic Yard SSD Basis Lbs. I Absolute Volume Cubic Feet 564 2.87 2000 12. O0 946 5.74 222 1.35 230 3.69 6.0 OZ. 1.35 24.0 OZ. 3962 27.00 Aggregale Ralsos By Volume ICA 63.19 Remarks anO/or D~Stril3ut~o~ J~just water to nkaJ/fca/n 2+1" slum~. Illeaim Engineers, Inc. Weight ol Fresh Concrete (P.C.F. %IF.A. 36.9 %1 146.7 Maxim Englneem, Inc. 2342 Fabens Geotechnical P.O. Box 59902 'Materials Testing Dallas, Texas 75229 Consultants (214) 247-7575 General Report I1= Repo~ C)~te ' ?o Melho~ ~ Tilt 01/24/89 sarape D~,t 01/24/89 L.H. Lacy Cc~oany Dentc~ Ta~ ~oad - Job #310 - CO~oell, Texas Applicable ACI ~ec~,~reaemts ' 1 CubicYard WeiqhtsSSDflt:~.~ 5~ 2000 946 222 230 6.0 oz. 24.0 oz. 1 Cubic Yard 5% MoisUzre Oorrect_~_ (lbs. 564 2OOO 993 233 172 6.0 oz. 24.0 oz. 1.511 Cubic Yard ~ flbs,) 852 3022 1500 352 260 9.1 oz. 36.3 oz. /1=1 L. H. Lacy C~ - Neva ~ (3) IA~im En~rl, Inc. *' Maxim Engineem, Inc. 2342 Faber~i~ ~'C _~ ~ {~. Geotechnical P.O. Box 59902 Materials Testing Dallas, Texas 75229 ~.,~. -- ~ C-/ Consultants (214) 247-7575 Portland Cement Concrete Mix Design ~,,~ 1 Report Oae To Project Iclentilication Requirements Design Specification c .~-ive ~ (psi/days) Flexur~ ~ (psi/days) Water ~ ]~aCio Slu~p (in.) zrm~ A/r ~ (psrcen~) Materials Source TXI TXI W. R. Grace W. R. Graoe 3000/28 3000/28 500/7 500/7 5.5 6.5 ]mx 2_+1 Size or Type ! Specific Gravity i 1/2"-~4 crushed st. orle 2.67 #4-0 r~aOJral sartd 2.64 ~I~4-0 manuf~ sarld 2.63 Proportions One Cubic Yard SSD Basis Lbs. I Absolute Volume Cubic Feet 470 2.39 2000 12. O0 1053 6.39 248 1.51 210 3.36 5.0 OZ. 1.35 20.0 oz. 3981 27.00 weight ol Fresh C~nc, m~e (PC.F,) Aggregale Ral~os By I CA 60.6 Remad~s anO/or O~slreuPon Adjus~ water to mairfcai~ 2+1" %II.A. slump. Maxim Engineerl. lnG. Mexlm Engirmem, inc. Geotechnical Materials Testing Consultants General Report 2342 Faben's P.O. Box 59902 Dallas, Texas 75229 (214) 247-7575 Pacje2 0:1/24/89 sample o.~e 01/24,/89 Dentc~ Tat:) ~ - Job #310 - ~(::~'.2~'~'~ ], ~ 5% Moisture correc~i~n for Fine Aggregate Applicable ACI ~ec~~ i Cubic Yard Weic~hts SSD 470 2OOO 1053 248 210 5.0 o~. 20.0 oz. 470 2OOO 1106 260 145 5.0 oz. 20.0 oz. 1.511 o~bic Yard 5% Moisture 710 3022 1671 393 219 7.6 oz. 30.2 oz. Tec/'mician: P. Sanders /~n L. a. Lacy _Cctv. -y - Neva ~u~c= (3) IM~MI En~mMn, inc.