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PA9601-LR 970219FROM :~ PAVEMENT CONST PHONE NO. : Apt. 17 1997 0~:33PM P2 LATTIMORE MATERIALS COMPANY PO. BOX 55e MCKINNEY, TEXAS 75070-Q556 ~Z14) 569-4846 (Z~4)-221-4646 Client:, Prqe~c: Ma[efiala: Pavement C~nstruGtion & Maintenance Date Ill-Feb-97 CODper'stone Trail Coppall, Texas Cement: Coarse Fine Admbduras: Type I, ASTM C-150, Texas,LeHigh Cement ASTM C-618, Cam C, Halham ASTM C-33, t"- tk$ taftmum Crushed Stone ABTM C-33, Letlimore Concrete Sand ASTM C-,494, ,~ika ABTM C,-260, Sik8 I CUbic Yard BVWOIQfit - ,SSD Mix No, 3~ ,Strength ~ 98 Days 3000 Air Cement, Ibe 470 Fly Ash, Ibs 0 C. 1489-, Ib-', 1850 Sand. Ibs 1437 Water, Ibs 227 W/R, oz 16.8 ~ 3/I Toil Weight 3984 Unit Wt, ;WCF 147.56 WIC Ratio. # 0.48 Fly ,eeh, % 0 Maximum Tamp, {leg. 95 Slump, Inches ~r, % untrained · A{lmixture ~mge e~bJect to attJustment IS needed (ASTM C-94, Note 7) ** Air contertt tc~r reoommendationa of AaTM C--94.7 (Table 3) L~ttimore Ready MIX g~J~rlllteNc the above mix design will achieve the epeoified strength When te~ted and evaluated in aeoodenge with ASTM 0-172, 0-31, C-30 end C-94 an. When the recommended procedures for placement In(I curing outlined In ACI 3051306 are followed. In accordenco with ASTM C-I;4, Lettim Materials Go. requests that coplea of all strength tee be forwarded to our Quality CoflttOI Department- FROM ': PAMEMENT CONST PHONE NO. : Pip,.-. 17 1997 0:]."34PM P~ LATTIMORE MATERIALS COMPANY P.O. BOX 553 McKtNNIEY. TEXAS 15070-0556 (214) 569-4848 (214)-.2214646 CON'rR, AC?OR: ;tour Daniel MIX NO,: 38 PROJECT; MEMP~. T.I. ~hemtmn LABORATORY; Patton. BurKe & 1'hom~ DESIGN 8TRENO TN: 3000 2 26-Jut-gO 4.60 4.1 86 3540 36~0 3930 3900 3~15 ~840 30 1.C~ 3 ~u~ 3.75 4.8 ~ ~0 ~ ~10 ~ ~20 ~ 20 1,11 4 ~-Juk~ 4.50 42 ~ 32~0 ~ 42~ 4210 ~08 3980 10 1~8 5 ~Juk~ 4.00 4,~ 89 3~0 ~30 ~ 4100 3960 3995 280 1,03 6 31~u~B 4,25 42 88 ~ 3200 ~ 3800 ~16 ~ 30 1.19 7 31~u~ 5,~ 4,4 89 3~0 3~0 3~O ~750 3735 3837 ~ 1.12 8 31~U~ 4.~ 4,3 89 b0 ~0 41~ 4130 4135 3895 10 1.14 s 02~ 4.50 4.4 88 3290 ~g0 4210 4190 4200 4023 ~ 1.28 10 ~u~ 5.25 4.5 89 2~ 29~0 ~10 3750 ~80 ~05 1~ 1.27 11 05~ug~6 5,00 4.2 9t 2~ 2860 3~ 3870 ~5 39~ 12 ~ 4,~ 4.3 88 3050 ~ ~ ~ 3745 3770 170 I 1S 12~ 4,~ 5,2 ~ 3220 3~0 41~ 4~ 4255 4255 2t0 ~.~ 14 1~ug~ 4.25 4,6 ~ ~ 3~0 37~ ~890 3~5 ~90 70 1,2t 15 15-A~ 4,~ 4.2 89 ~0 3~ 39~ 3~0 38~ ~3 180 1.15 16 16-A~ 3.7~ 4,~ 57 3170 3t70 40~ 3~ 3920 3832 2~ 11 1~ 550 4,8 M 3520 ~0 ~2M 4~ 42t0 3993 1~ 1.20 18 19~-~ 5 00 4,2 ~ ~0 ~30 4270 42~ 429 4127 ~ 1.24 19 l~ug-~ 5.25 4.4 83 ~ ~0 4270 43~ 4325 ~ 1 20 19-A~-~ 4,~ 4.8 86 ~0 3610 46~ 4620 46~0 4395 ~ 1~8 21 21 -A~-~ 4,ffi 4,9 82 ~BO ~0 44~0 ~ ~35 ~23 ~ 1.24 ~ 21-~ 550 4,5 85 ~20 ~0 4500 46~ 4510 ~13 ~ 1.25 23 2~ 5.00 4,8 88 ~ 3080 ~ ~50 ~5 ~03 30 24 1~-~ 4,~ 4.4 80 ~20 ~20 3860 41~ 4~5 ~ 290 1.21 26 17~ 6,00 5,0 80 Z72~ 2~ 3~ 37~ ~90 3848 26 17-Se~96 4,00 4,9 78 ~ 3~60 4210 4~0 4216 3970 10 27 23~-~ ~00 4,2 81 ~70 2970 3770 37~ 3T~ 3~0 10 28 01~-~ 5.00 4.9 ~O ~30 ~ 4120 42~ 4~15 4~2 110 1,22 29 N~-H 5.00 4.0 76 M~ 3180 41~ 4230 4t~ 4033 80 1.32 30 0~t-~ 1.~ 5.2 75 3720 3720 4~ 4900 ~ ~88 200 129 31 0~ct-96 1,50 5.1 75 3320 3320 ~0 4010 4015 4335 10 121 32 11-~-~ 4.~ 6.3 75 2950 ~ ~0 ~ 360~ 41~ 30 1.22 4.39 4,e 84 3~97 ~TD. DEV, 4033 86 1,23 3132 ACt 3t9-~.3.1,2 REQUIREMENTS: (5-I) for = f¢ 4-1 .~ls 3405 (5.2) f~r ,= f; .,, 2.33s - 600 3204 FROM ~ PAUEMENT CONST PHONE NO. : Apt. 17 1997 03=34PM P4 ~/i~/1997 12:38 9725~946~4 LATTIMI~E FRONT PZ~SE ~ Hooper Engineering Laboratories, Inc. Construction Materials Testing REPORT OI= ANALYSI~ OF CONC_RLrTF- AGGREGATES CUENT: Lattirn0re Materials Co. DATE: 4 December 1996 PROJECT: General Use SAMPLES: Submitted to Hoo~er Engineering Labo~lt0rles, Inc. on 12/4196 Lattirnore Materlele Co. SUPFLIER; Trinity RETAINED ON NATURAL $ANC) ASTM C33 $1EN; $12:; 0 - ~4 REQUIREMENTS 1-112" 1/2" NO. 4 NO. 8 NO. 16 No. 50 NO. 0% 0 1 13 {3 -20 29 15 - S0 45 40 - 75 7Z ?0 - 90 97 80 - 98 FINENESS MODULUS SPECIFIC GRAVITY FINER THAN NO. 200 SIEVE ORY RODOED WEIGHT, PCF 2,57 2.60 0.3 108,7 TECHNICIAN; GK0 DIgTRIBUTION: (2) La~mofe Materials Co., Curtis Lee FROM: PAUEMENT CONST J~-10-97 F~i 11:04 PNONE NO.: ~TS/~TEO ~SSO. D~LL~S Apt. 17 1997 03:35PM P5 FAX NO. ~145681763 P. 02 II3S~ ~ PR{lrSCY INSPSCTION FROM ? PAUEMENT CONST 02/19/1~9~ 1~:~ PHONE NO. : A ,.,. ,,,.,. Air Entraining Admixture ® 17 1997 03:35PM P6 DIItCR/PT/ON $ika AEA-t5 admixture is a liquid SOlu- tion o~ I:~oncentrlte~ or0iJniG m~tefiaje. Tt ASTM C-260 for air · ntraining admixtures APPL/CAT/DNN Air entr,ln~J r, oe~rete colder climates where frost arid ffee~.e- scop~akveids,ailewin~lw~teftraDDeclln Worlf, lbltlW and I~lai;~e, biliiy arc also ra~iewillvefy'dependlng on the ,~ f alrmwIl~ s~lIl~ inn ~cem by ~lu~. may ~ffe~I ~e mu~ ~ rites for Stka AEA-15 will typl- etwP, n 4and 6 percent air. H~air ~1~ may ~ o~a~n~ by i~ing NiXf NIl Measure The required quantity per Da~ch menulily or v, eh a,J~rr~tlc dispenser aquilm",e,,,tf, Add Sika AEA-15 to mixing we~r et tainO. De not mix wi~ d~/ce- mm~,W'ne~uaedinGoml;>inetlonwi~ot~t admixtures, care must be takan Dense ee. ch Odmhrture a~mra~elv PACRAG~I i$1m AEA-~ 6 is aul; pile0 in 55 gel ion (208 liter) drt. TTis and DUIK delivery. Shelf Ilfe whe~ slated In dry Wereiq0use condlonsbet, vee~.50~md$~OoF(lO,C- 27'C}1S t year mlN~ 4 :/~ U l AS/'M CERTWe/P_dl/'ION C-200 AIr Er~tre]nlng Admixture8 COLOR Brow- .~Im~d~cR;QRAVZT'[QI4.J 'q .02,0.Q2 pH CHLOR/D~!iel FROM: PAVEMENT CONST PHONE NO.: 1~211~l!~Y! 12:38 g72~g~I~ LATTINOR~ FRI~NT Plastocmte* 161 .. ~ We~ R~ing A~m~um ~y~ A) Ap~-. 17 1997 03:36PM P7 P~GE ~7 DEICRfPTION Plestoorete 161 I~. ;& polymer-type water- ~nte. in; no ohloridee. dA~C-494~y~A~M194 Type A. P~reTe 161 as ~nd~ ~, uee in ~11 ~DpliCat~na wh~ hi~ ~ ~ tlm~ le re~lmd ~re p~vJdee ~ ~noml~l ~n~ hiSh~ effeo~Ive roeshe of r~uoln9 the ~ Cf ~ng ~r r~uimd ~ p ~d~e ~- crme ~ 1 ~in ~umD bY actln0 M · dls~t for ~ ~ent DSffi¢~ in ~ m~ Thm~h ~ls dlpe~hg i~tion rare ~ ~e eu~e ~ d ~e cemem ~ ~il¢le ~ ~ ~S~n. The ~e c~ D~G~ ~d~ted by ~n~t ~ ~ ~ng wB~r, ~e grel~ ~e ~m~s ;tren~ ~f the Co~. out thg r¢~_,o ramended de~eaa~d si~e ~ure or ;e ~1~ w~h ~r~ln~e~m.~ 8[r~ ~n~ete r~ ~gem, Addltlon~of3-6fi.oz./10Oibl.(~ - 390 mVl~ wh~e n~ d~lred. PIe~P~ 161 i a~ et ~e e~mtw oFbySU~dffiNn~r Addln~e line at me ~ Dint. RECE Z UE STOPPED Pli=stoctete 161 i8 eu~pl{ed In 55 ~lon (~ Ih~ dmml and bulk Pl~r~te 161 S~U~ ~ l~ at ~e 35'F (~). If frown, ~ and Shelf li~ when ~ in d~ w~u~ ~ndi~ons b~ ~F end 80*F(1 ~C 27~) t',-1 U TI( >N Skifqandlmlm'ti~avddco~tb--t, Theljle of NIOSI4JMGHA epproved ,elpiri~', eefety goggles end rdbber glov~ ie rec- Offhanded. A~;~d =reathh{I I~'edd~. L~ w;th ma vent~letion, Remove c~n- ~_t~'~dOthlng, CLEAN UP FROM r PAUEMENT CONST PHONE NO. : Apt. 17 1997 03:33PM P1 FACSIMILE COVER SHEET DATE: TIME: OF: FAX #: LOG NO. NUMBER OF PAGES: (Includes Cover Sheet) OF: 7 PAVEMENT CONSTRUCTION & MA|NTENANCI5 ADDRESS: 3324 ROY ORR BLVD,/t200 GRAND PRAIRIE, TX 75050 FAX #: PHONE #: (214) 399-1590 METRO (214) 514-0010 COPY TO: SPECIAL INSTRUCTIONS: ~ Confidential ~ Urgent ~ Please Reply CJ For Your information IF NOT RECEIVED CORRECTLY, PLEASE CALL: (214) 514-0010 , ' .--C~40 -/%-,X (214) 399-1590