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ST9703-CS050801JRJ PAVING, L.P. 2277 Masch Branch Rd., Denton, TX 76207 P.O. Box 2136, Denton, TX 76202 Ph. 940-320-6340 Fax 940-320-6346 Augu~ 1,2005 Keith Marvin, P.E. City of Coppell 255 Parkwvay Coppell, TX. 75019 Re: MacArthur Boulevard Widening Mr. Marvin, Please find the attached mix designs from Lattimore Materials for your submittal review. We intend to use Lattimore on the remaining portions of this project due to conflicts with TXI's schedule and ours. Please review and return two copies to this office. Should you have any questions please feel free to call me. Marty Murphy Business Manager 08/0i/2005 16:25 972-221-9647 LATTIHORE HATERIALS PAGE 02/08 LMC Date: Client: JRJ Paving MecArthur Blvd. Coppe]l, T~s Cement: ASTM C-150, ~ 1/11 Flya~h; ASTM C-~18, Clam F C0~ AGO.: AB?M C 33. 1#- N Cru/he~ F]ne AGO.: ASTM C-33~ Concrat. Sand Admixtume; A$'I~ C 4~4, l'/pe A or D AS'~ c-260 t cubi~ Ya~l e,/w~t - eBD Pav~ng MkNo. 1701 (e $K ,WRAIR) ),Ir ~ement 564 lbs O lbs Cce~e Agg~gnte 1650 Ib~ FIiw Aggmgnte 1260 W~ter 266 Adnltxture Water Reducer 23 ozs ABA 3,7 ozs TntM W~lght 3930 lbs Unit Watght 146,67 W/Gm Ratio 0,45 Fly ~ Replacement 0% Maximum Temperature 66 = F Blump 3-6 Inches Entrained Air 10.1,~, and v~n~n I~e re0Mmw W ~ p~m~ a~ eud~ o~d In ~f ~S ~ GH LattJmo~e Materials Company P.O, Box 5~6 -Meg, intte~ Teraia ?~i070~5~6 (~2) ~ 1-a64e · (972) :569-4646 08/0i/200§ 16:25 972-221-g647 LATTIMO~E MATERIALS PAGE 83/88 Mix No. 1701 DesJ~u Strength r,: 3600 Avg. Slump: 4.98 Field Test Data Basis for Selq,ction Contractor:.Hugl~ & Sons AC! 318, Section 5.3.2.1 Project: Cmsby Elemeutt~ Sehuol $~ud.~d De,~iaflon: 421 Forn,~, Toas R~qulred Strm{~l* r,r: 4164 psi Luborut0ry: Ho~l~r Eogine~ri~8, Aw~ S~te,$4h; 5290 Cone. ~ ~Duv-ComDr*sstve Str~uetb qs~ 28 Day 28 Day ~ DaM Slump Te~ A~% CyL1 ~1~ 7Av~. CyL1 Cy~ ~vg Avg~ ~, St.D~. ~un~v~ 1 10~ 4.75 85 4.50 37~0 3900 3~0 4%0 ~ 4~ ~0 4720 2 10~04 6.2~ 82 4A0 3640 3510 3580 ~40 ~10 4~0 170 134 4630 3 10~04 ~,00 84 4, I 0 3920 3820 3870 4800 4910 ~ 4700 I l 0 ] 66 47~ 4 10~04 4.25 8~ 2.10 42~ 4250 4230 ~200 5~ Sl~ 4~0 2~ 240 ~O0 5 10~04 6.00 82 2.50 3600 3650 ~30 5120 4~0 ~ 5MO 180 231 4850 6 10~9/04 4.75 83 4.50 4320 42~ 42~ 54~ 5850 ~ 52~ 390 391 4980 7 10~9/~ 4.50 85 3.20 4610 4780 4700 6020 5730 ~O 5520 290 4~ 5110 8 10~9/04 4,50 83 3.70 4620 4~0 4~0 5590 5450 ~0 5520 140 478 5160 9 10129/~ 5.50 83 3,90 4010 4180 4100 5180 51~ S]~ 55~ ~ 447 10 10~9~ 4.7~ 84 3.10 45~ 4410 ~0 58~ 57~ ~ ~ ]0 467 5230 il 10~9~4 5.25 83 4.10 ~20 ~20 ~0 5170 5210 5190 ~80 40 ~3 5220 12 1]/Og/~ 5.25 71 4.50 4150 4210 4180 5370 5120 ~ ~10 250 423 5~0 13 11/0~ 5.~ 73 4.40 4~0 4180 4210 ~30 5130 ~0 824~ 3~ ~5 14 11/0~04 5.00 70 4,40 4~ 4100 41~ 5~0 5520 ~ ~40 ~ 39~ 5250 15 lI~W04 4.75 71 4.00 4~0 3970 41~ ~020 5430 5~0 ~30 4]0 ~81 16 11/09~ 4,75 75 3.40 3640 3700 ~70 4800 ~20 4710 Sl~ J$O 3~ 5210 17 11/09~4 4.~5 72 4,30 4600 4620 4610 5~0 5800 ~0 ~70 140 411 5250 18 11/09~4 4.75 72 4.00 3930 4390 41~ ~4~ 5520 $~I0 ~ 30 404 ~270 ~9 11/09~ 4.50 71 4.90 4750 4730 4740 5780 $790 ~0 ~0 10 410 20 11/09~ 4.75 71 $,30 ~80 4540 4~10 54~ $~30 SSlO S~O 40 402 ~00 21 11/12/04 5.~ 68 4.20 4340 3920 4130 ~230 ~070 SI~ $480 I~ 394 ~ 11/12/04 5,~ 69 4,10 4550 4910 4~0 5920 5740 ~0 S~ l~ 40] 23 11/12/04 ~.00 66 4.30 4170 4260 4220 5360 49~0 51~ ~O 4~0 393 ~310 ~ 1 ]/1~ 5.00 56 3.00 3720 4170 3~0 ~80 5450 ~70 5~ 30 386 ~20 25 I 1/l~ 5.~ 68 3.20 5080 4860 4~70 ~60 5820 ~7~ ~ 160 3~7 ~40 26 11/16/~ 5.00 75 4,00 3900 3910 3910 5080 5t70 51~ 54~ ~ 381 ~30 27 11/16~ 5,00 75 4,40 4320 42~ 4310 5540 5610 55~ ~ 70 377 ~40 28 11/16~4 5.00 74 4.20 47~0 ~ 4700 59~ ~770 ~ 5~ 170 383 29 11/1~ 5,50 74 4.~ 3~ 3480 3470 4910 4890 49~ 5~ 20 385 ~40 30 12/1~ 4,75 55 5.50 3300 33~ 3~0 4330 4330 ~ 5170 0 421 31 I~4/~ 5.~ 57 5.~ 3~40 3480 3610 4S90 4820 47~0 4~ 230 428 5290 32 12/1~ 5.00 68 5,20 4~0 4~0 ~ 5260 5230 52~ 4760 30 421 ,I 170f - Cmsby Elementav/.~ls 1 08/01/2005 16:25 972-221-9647 LATTIHORE MATERIALS PAGE 04/B8 [,MC Date Sampled: Lattimore Materials Company 1700 Redbud Blvd, Sutie 200 Mc, Kinney, Texas 75069 972-221-4646 (main) 972-221-9647 (fax) www,laffimorematerials.com Gradation Analysis for #57 Coame Aggregate I AETM C29, C33, Clt 7, ,C127 & D75 I 30-May-200,5 ........ Sample: ...... 1" x.~4 Date ran: 1-J.u..n.~2,005 Source: , BridgePort. Total dry wt: 57.76 lbs. Location: Load Out ....... : ....... :_~ ,:,~.:,' .... ................. ':., .: ..... :' ~' ,.,,,.. :~ .,~...~",~., ..... t-112" 1.900 0 0.0% t00.0% 100% t" t.000 2.82 4.9% 95.1% 95% tO 100% 314" 0.750 10.58 18.3% 81,7% - 112" 0.500 25.58 44,5% $5.5% 25% to 60% 318" 0.375 35.42 6t.3% 38.7% - fi4 0.188 53.24 92.2% 7.8% 0% to 10% #8 0.094 57.20 99,0% 1.0% PAN lOO% 90% ....... 80% 70% 60% 50% 40% 30% 20% 10% 0% 0.010 0.100 1.000 10.000 Sieve Size (in.) Absorbtion: 0,72% Decant: 0.33% Specific Gravity: .... 2.68 Dry Loose Unit Wt: 92.25 Dry Rodded Unit Wt: 100.77 Ib/ft3 Iblft3 0@/01/2005 18:25 972-221-9647 LATTIHORE ~TERIALS PAGE 05/00 L IC Date Sampled: 30-May,:,2005 Lattimore Materials Company 1700 Redbud BIvd, Sutie 200 McKinney, Texas 75069 972-221 '-4646 (main) 972.221-9647 (fax) www.lettim0remateria s corn Gradation Analysis for Fine Aggregates ASTM C29, C33, Cl ~7, C128 & D75 Sample: Spec Date ran: 1-Jun-2005 Seume: Denton Total dry wt: 744.2 grams Lor, afion: Current 6,m, :iSi~. .Wt~.. ' r~m.l'~'.~:::.::.. :..::: ':'i, ..".'4~?; ' ' 318" 0.375 0.0 0.0% 100.0% 100% 0% 114" 0.250 5.1 0.7% 99.3% - - ~ 0.188 21.5 2.9%, 97.1% 95%to 100%. 0% to 5% ~ 0.004 123.6 t6.8% 83.4% 80% to 100% 0% to 20% #10 0.079 147.1 19.8% 80.2% #16 0.047 21..1.t..1 28.4% 7t .6% 50% to 85% 15% to 5~)'% #20 0.033 246.9 33,2% 66,8% #30 0.023 298.5 40.1% 59,9% 25% to 60% 35% to 75% #40 0.017 381.5 51.3% 48.7% ~50 0.012 528.5 71.0% 29.0% 10% to 30% 65% to 90% #80 0.007 684.5 92.0% 8.0% #100 o.ooe 7i.2.~8 95.8% ~,,2% 2% to ld% 90~ to 100% #200 0.003 739.4 99.4% 0.6% 0% to 3% 97% to 100% PAN . Fineness Mod.: 2.55 Sand Eq.: 85.4 Specific Gravity: 2.64 Dry Loose Unit Wt: 98.6 Dry Rodaled Unit Wt: 112.01 Iblft3 Absorbtion: 0.77% 88/81/2885 16:25 B72-221-B647 LATTIMORE MATERIALS PAGE 86/88 Air Entraining Admixture 11/~9 DESCRIPTION $ika AEA-15 admixture ~s a liquid aolu- APPLICATIONS or fly-osh )s a~ed to me m~x. ADVANTAGES DOSAGE range et4 ~o 8 pemem ~ volume. Other (16 · 65 mi/100 kg) of cemem Io e~train PACKAGING, · ka AEA.15 la Supplied in ,~5 gaflon (208 I~r) drurna and ~ulk deliver, · TORAGE AND SHELF LI~ · ~ AEA-15 s~Jd be ~d ~ a~ve ~ (2'C). If fro~ thaw and ag~e c~lon~ ~en SO~ a~ 80"F (1~- FIRST AID ASTM CERTIFICATION C-260 Air Entraining Admixtures COLOR Brown SPECIFIC ~RAVITY ~/mt 1.02 * 0,02 pH, > 8 CHLORIDF. S ~ < 0,1 0810i/2085 16:25 972-221-9647 LATTINORE HATERIALS PAGE 87188 Piastocrete® 161 Wafer Redu=ing Admixture (Type A) 1/99 ~ESCRIPTION ~ ASTM C-~g4 Type A end AAaHTO M194 Type A, APPLICATIONS in all applications where high quotlty HOW IT WORKS crete es$ier to I~mp sfld tlnlsh. · Consistent hormel set;lr~3 Umes through. PACKAGING ou~ the r~om~ed do,ge. ' ~n~r~ 16~ ~ ~ppIMd [h 55 g~on (206 li~) d~ efl~ bulk deli~. d~reas~pe~embil~yafldfncreBs~ . ~RAOEA~ELF. LIFE d~ab~Ry. ~Bs~cre~ 161 ~nuld ~ s~red ;teb~ 35'F (2'C). Ir frozen, thaw snd agltam tlmmughly to re~m m norma~ stme befo*'e DOSAGE Addition rates of 3 · Ii fl. ozJlO0 lbs. (lg5 - 390 ml/100 kg) of cement ere racom- plant. Measumrequifed quantity manually ar by automated dispenser. Add Into [he line et the botch plan~. ea ch ~dmlxiure seperatol7 i~o the mlx. Do Skth =nd eye ~ ovoi¢t contscL The use of NIOSH/MSH& Approved res~re~, saf~ go~es ~ robber gloves is r~- CLEAN UP stem ~nd red,wet regulations, AaTM CERTIFICATION ASTM C-494 Type A ~OLOR Brown pH 08/01/2805 16:25 972-221-9647 LATTIMORE MATERIALS PAGE 88/08 Piastiment Wafer Reducing a~d Retardin9 Admixture (Types 7/97 DE$CRI~)TION Larding admix:ute, PJaatlment ~on~ins AS~ C.494 T~pes B and D amd AASHTO M194 Typ~ B and O. ever high quality concrete with ADVAN?AGES Plestlment is highly efreciive ~ lures by con.ell}ne the heel of hy~ra- acis as a finishing aid, workability tS PlaMmen¢ is supplied In SS gallml 30~ (-1~). If ~zen, maw ~d a~ate ~e~ 2~ Is one ~ mini~. (150·260 mllq00 kg) cement are re¢- raq uirad dosago ma)' be increased. Please MIXING Add Plastimeflt el the ¢oncYete plant, Messure required quantity menu~ or ~ smarted all.anser. Add ~to tho the m~x, OD not mix wire dry camera. use M NIOSH/MSHA approved respl~a. rac~mended, AvOJ~ brea~lng ~, co~m~ated clod;ne. F~ T A~D lng ~t~e re-use. ASTM CF-RTIFICA T/ON ASTM C-494 Types Bond D COLOR Yellow/Green SPECSFIC GRAVITY ~/ml 1.18 , 0,$ pH , > 8 CHLORIDE.( ~, < 0,1 JlU PAVINO, LP TRANSHTI'FAL No. 0802 PRO.]ECT: MacArthur Boulevard Widening 2277 N. Masch Branch Rd. Denton, TX 76207 (94O) 320-634O DATE: August 2, 2005 TO: City of Coppell 255 Parkway Coppell, TX 75019 REF: Mix Designs Attn: Keith Marvin, P.E. Insurance Certificate Approval Approved as Submitted ~-i~r Your Use Approved as Noted Pay Application As Req~,~t~l Return After Loan Chan(je Order Review and return two copies Resubmit Contracts Submit Accident / [nju~/Report Form SENT V~A: Fed Ex Return Li~l Waivers Attached Return for Corrections Ot~er: Mix _~!~.~s Separate Cover Via: Bids Due: · 1. "' 4 08/02/05 Mix Designs cc: Contract file: 25140 Aundrea~e~roj_eet Assistant