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Mercantile-CS030917'37286AqF~90 PACIFIC ~UILDEF!P SUBMITTAL COVER SHEET PROJECT: MERCANTILE PAGE 0~.' 13 Consltgta~n Man.ger: Provident Comparty, lac. P.O~ BoA 1790 C oppe, ll, TX 75019 Phcoe: 214-2] 5-9400 Fax. 903-85 i-$594 ~Archltet~: Plan Sdudons Ardatezrts 393 L~ Co~ Blv~, S~ 169 ~one: 972 373-~99 F~: 9~ 373-900l i Dowdey~ ,~j,,~-mm &Asm, Inc. I 5L2~ Village Cr~e. kDnv., SUae 200 PlanD, TX 75093 Phone: 972-931-0694 Paoifm Builders, Ille, 3360 W'fl~' PogX Road. Suite 100 Carrolkml, TX 7~006 Phone: 9724664080 F~g 972,4166-9090 F,O. Box 155393 Ft. Worth. TX 7615:~ PI:cae: 972-263-0605 Fmc 972-264-8060 14'..ke.1 l~.~n~eaing, Inc. 270 North Deattm Tap Road, Suite 160 Coppe[L IX 75019 2rVaoae: 972-745-3039 Fa,x: 972-745~980 Submittal Pt 03300-4 Paving, Sidewalks (Flatwork) & Fire Lane Concrete Mix Designs - (Civil Engineer's Review) v,. ,~r,~C~'''~Bo~DERS,.INC. SHELLDIV~SION N%' :.XG~,PTIONS 'IAK~N EXOI::PTtON AS NOTED r-i ........ ITEM[22 FIEVISE AND REsuBMIT ~ SbsMIT ~p~.cIF~E,~ ~ZI REJECTED []~] ~ -~ Review is or,fy for gener~t conformance with ~he Design Concept et Ihe project ~nd g~nerel compliance wilh the mf~rmat,on given in the contrect document~- Con~r~c~o~ ~s responsible for conlormence with alt r~qu~rements of the plans anO rpecifications including, but not ~imJted to, dimensions wNch shall be conformed and correlated at the ~ob site, fabricat[oa processes aod techniques el constt~ctign, coordinat[Qrl o~ work with that of ,Ii other¢, eno $atlsfactory performance et all work. 11:22 97286E, qu90 PACIFIC: BU ILDEE!P PAGE .... '- LMC Oa~: )s-Aug-D3 MIx. No; 5treagth ;~ lB AE___~ ~0 _ oz.s To~al Weight 39,%~ [~ Lq, i T."~)d~ 11:L'2 '_~72 q669UUO PACIFIC BLII LDE~'P P/~GE 04/13 L 'IC Field Test Data D~te ~lt, mp Temp Cyl.l C:,-I.g 7Avg,., ,C'yl,l '--'~;3/25/o~ a :5 67 5320 ~720 3529 4298 ~,,3,'29~02 a 75 ~ 322'~ 3300 3260 ¢!96 04i02,,'02 500 56 3;50 3240 3~Oe t500 - ,r,<'c* 5 00 61 3~70 3570 4530 - ~ ~ -~ ~i~0 315~ 4060 94,'[L'02 ~00 78 42~0 4[I0 418~ 4720 ..... ~ 575 83 3;90 ;,oU 317~ 0880 "~ ~ 550 7~ ~90 3800 385~ ~760 9a/2s'02 ~ ~ 72 4250 do~0 4230 5670 34/25/02 ~,00 74 5270 3~86 3230 3920 C4,'2~iC2 5,00 76 29!0 3;40 3030 *"' ~ <~ 86 2990 2~40 2920 %.,U ,C .... 0 ¢<',', ,' 2 459 79 -' ~'" "~ ..... 90 :3~. 2840 2930 0'5,'09/02 5 ';g gl 2Ss0 2720 2800 05/U9,02 55,3 8~ 3525 37~0 3830 4500 0':,"26/02 9 C0 S0 2280 2220 225~ q:/"~' * iO0 85 2SO~ 2720 2760 ..,, .- C~ ' - 1216 t Basis for Selection (8I 6) a3128~03 ACI 318, Secdon 5.3.2.1 ~.verage Strtngtla: ~2~ t] 28 Da,, Cornpre~6ve Str~n~,h Dat~ 2~ ])ay 25 Day' [yl.2 .,Ser3v~ Aeg,'3 Range St. Dev. Run.Avg5 4450 4370 !60 4370 4530 4460 140 da 4420 4510 4510 4430 4680 4610 4530 i50 log 4490 4200 4130 4420 /~O 182 4420 46~0 4680 44?0 $0 !95 4460 3980 39!0 32g0 50 27& 4280 4930 4850 a~8g 170 ~93 4440 5280 5480 ~750 3~0 a4g 4560 ¢120 402~ 4780 290 ~50 4500 g160 4160 4550 1O 444 4470 4190 4170 41~0 aO ~7 44~0 4240 t21~ 4210 70 ~05 4410 a25g ~43~ 4270 150 39! 4420 3150 ~%SO ~960 |~0 477 4340 37%0 378~ 3S20 90 4~I 4310 3~20 3320 3450 '2 ~22 4250 11:1'2 'd728E, 6'38'}O PACIFIC 81J ILDERP PAGE 05/12, LMC Coarae ~.agregate Fh~e Aggregata S$70 Unit Weight i~-5 93 p~ W/Cra ~atlo 0.53 3-~ :riches 5ntrdne~ Air 3-8% KG ,,a. ~ ' ' ? 97236EDFJDU .... ~ _ J _ 11: '.i' i' PACIFIC ~LIILDERP PAGE 06/13 LSIC ?roject: 04,'09/0~ 64,'2~02 05..'C7/C3 05/07/93 05/09/03 Of.,lZ/03 'J;'~ , '~- "i tqeld Test Data ~'Wo. 1261 Basis for Selection Srmth Concrete C nrnpany Data Ueaatcd: 07/139/03 ACI 3 i 8, Sec~on 5.3.2.1 (~-i Crosara~d~ Ckei~tian CBurch Design 5trang~a P,; 3000 psi Stanaard De~ia~ o*: 220 pst Trrra-~ar Avg. Sluing: 5.~1 Avg. Air% 4,%6 Averxge Strength: ~300 psi 28 '~ ~omBve~/ve Strength Dat~ 28 Day 28 Day Slump Tamp ~r,o ~.- ~' ' ' 4510 10O ~Si0 , -o 40 305 4170 4~5 5P 4.2,3 5030 3030 390] 3940 J~gO 1170 aS0 72 3.~0 3460 3460 4420 4990 4410 ~iAO 40 2~7 4230 ?.q5 55 ~.20 3590 3590 4200 ai00 4150 ~150 109 242 42!0 5 :}O 7~ :~.10 3210 3240 4310 1190 4250 42~0 120 211 4250 ~280 4%0 0 195 4250 ~25 72 4.60 21i9 ~tl0 ~150 4=,.0 4180 to4o 60 ~ ~3 4,50 3120 :75 7v 2.20 33~0 3380 4}80 4230 !310 &200 tSC 172 ~2~0 4,50 ~X 5.90 3280 3286 4110 4240 4180 il00 l]0 197 ~200 ~ 30 76 320 3~5'0 355~ 4260 4250 42?0 ~090 23 190 4200 5 25 74 ] l0 2,22'J 3220 4200 &lD0 4200 ~220 4 25 87 ].70 .08~ 3080 500 89 3,20 ]ilo JllO 4600 4740 4670 4500 laO 227 4260 ~5 80 ~,80 2990 29?0 3990 3920 3960 4420 70 231 4240 ~< 3240 3240 4390 ~gJO 4320 ~20 [40 226 4240 < , 4250 ~o 4ia0 4420 [60 228 4270 5.50 8; ~00 3080 3080 550 ~a a~O 2170 ~170 4080 4120 4100 4340 gO 225 4260 5,;'~ ~2 ZOO ~0 3~1~ 4590 1860 4~30 439~ 2rO 566 83 ~ ~0 3090 3090 4170 4270 4220 4350 10O ¢26 4280 4%60 4400 70 .~ i 4280 .~0 3i = 80 217~ 3170 a220 ~290 5[,0 J2 5i0 ;~,~ 2~90 4440 &470 4460 442~ 30 229 ~00 g2 4 80 2;70 3370 4250 ~209 4220 4290 50 225 4280 c?n ~300 ~250 4e~ 4240 431~ ~,. ~. ' O I80 3i80 ~300 i4!0 4360 4280 ilo *l~ 4280 ~ CO 85 ,. 8 2 ' 'n _ ?OSq 2920 ~9 4180 4200 4270 dO 208 4280 ~.36' 84 4 ?O 2980 2980 43!0 ~.~0 4320 4270 i0 204 4280 ''~ 300 2%0 Z~O 42~0 4[50 ~180 4230 90 4_ ~ 4~60 4<~0 ?0 220 4300 ~JC 82 z 60 ~010 4010 afS'3 ~n .~ 99/]_7./2883 11:22 q7286698'¢8 PACIFIC ]3UILDERP PAGE 87/13 LMC Client: Pre ~dtld ASTY¢, C ~.~d,, T¥~3¢ ~ ar O AST'd 0-260 'Mix. No- - Yard By Weight 4680 psi A~r ~70 b~ 2§7 ibe Tctal Weight KG 11:2'2 9728669090 PACIFIC BUILDERP PAGE US'13 F..jeld Test Data I .Mix No. 1551 C9~trac~or: Tlloma~ S. ~yrne D~ Upd~tefl: 07t0~/0~ Pcoject: KelJer ~ecreafi0a Center Desi~ Str~ag~ ~,: 4000 Labsra~a~: T~rra-~r Avg. 5lump: 4~86 Cane. 7 Day Daxa ''' 5 a. O0 85 3.90 401~ 4~10 4990 4890 05/!5/03 ~.50 34 ~30 :.~0 39~0 ~940 5050 01"2 ~/03 3,75 85 5 70 a~O 48~0 5250 50~0 05,'20."03 5 O0 81 a 30 3860 3860 a5gO 4610 05/22/03 4,75 g0 2.50 ~0OO 400~ 4880 4920 05/2~/03 4.25 69 %a0 3850 38~0 4~10 4720 %,~dC~ 125 72 9<'2=10= 550 74 gO 4140 4140 ,O.,~,O~'"=' 3 4,50 ','~ 3 60 3990 3990 4790 4730 ...... 0. 5OO 78 410 2810 3810 48i0 4940 0~,'22,,02 450 79 3,60 3580 3880 4820 ~810 9~,.::O., 5 O0 78 4.20 2750 38~0 aSOO 4710 '35/2*'03 250 72 3.30 ]aO0 3400 4490 ~39o _~. ,02 ~75 70 390 3380 30~ 4230 4z,0 05,'27/03 a O0 O~ 3.50 ~860 3860 ~920 4840 'J5/'27,'0 ~ 475 73 ~.40 3900 3900 ~900 4740 0:5/27/03 500 :g 3.60 3920 3920 5i00 4970 Basis for Select-ion ACI 318, Sectlun 5.2,2.1 28 Day C~m~r~ssive Str.ngth Daga 28 D"y 28 Day Set4.v§ Avg,:3 Range Si. Dev. Rull.Avg, 484(I 280 ~840 4730 90 7B 4790 ~410 4990 140 365 4990 4940 5030 100 299 4980 ~1~ 5040 160 4600 4920 20 272 4960 4900 48~0 ;0 253 4950 4920 4810 3[) 227 4950 ~t20 48~0 i0 7D4 4920 4560 4720 20 248 4890 4840 4,';0 20 v~~ 4890 4760 4'720 60 229 4880 4880 ~850 130 220 4880 4820 482o 4~60 4820 90 4~40 4670 LO0 226 4840 42?0 4490 80 257 4810 4880 4530 80 ~. *~o~ 48i0 5040 4910 150 ~4~ 4820 O'q 17, 208_~ 11:5'i' 972: ',6E, 9(YgO FV~E:I F I C E~UILDEFP PAGE 89/13 LMC REFORT OF: PROJECT: METHOD: MATERIAL SOURCE: Lattimore Materials Co. Analysis of Coarse Various Projects 2/20t2003 ASTM C29, C:33, CJ'I?, C127 & Bridgeport 1% ¢¢4 Crushed Stone SIEVE SIZE 1 Ii2" 3/4" 't/:2J' 3/8" #4 #8 pERCENT P. AS51N G 96.6 76.5 41.4 16.3 4.7 1.7 SPECIFICATIONS PERCENT PASSING 95 - 1 O0 25 - 60 0-10 0-5 DRY RODDED UNIT WEIGHT SPECIF1C GRAVITY MINUS 200% ?3 17,2Fi03 !1: ~" q728n69NqF~ PACIFIC: ~;LIILDEPP PAGE 1FJ//3 Lattimore Materials 1700 ~edbud Blvd., SUite 200 Office: (97Z) 2214646 REPORT OF: PROJECT: DATE: METHO D: MATERIAL SOURCE: Analysis of Fine Aggregate Various Projects 2/2O/2OO3 ASTM C29~ C33, C1fl7, C12B Denton Blend Spec Sand SPECIFICATIONS ~IEV~ PERCENT PERCENT SIZE PASSING PASSING 3/8" 100 100 1/4" 99.8 "' #4 98.2 95 - ~00 #8 84.3 80 - 100 #10 82,4 --- ~6 7~.3 50- ~20 70.0 ~30 58.2 ~50 22.1 10 - 30 ~50 5,5 "' ~100 2.7 2 - ~200 1.7 DRY RODDED UNIT WEIGHT SPECiFiC GRAVITY MINUS 200% 110,0 PCP 2.63 = 1.7~,g//---'~,, RichardS, SZec~y~y, vic~ President 08/17/2~83 11:22 9¥2866~080 PACIFIC BUILDERP PAGE 11/13 ~ A ir En train inD ~ dmixture A~V.~NTAGES MIXING F(RST 4$TM CERTI~:iC~ TION COLGR SPECtF[CGH~VIT'T~/ml CHL ORIDEE; % 0'5.."1 ? / 20U 3 11:22 q ? ~:566qF~qfl PACIFIC BUILDEPP PAGE Plastocrete® 1,61 Water Reducing Admixture (Type A) 3:. ASTM u,.~9 ¢. Ty Ce,-, '~, _A. Typ8 ~' AP~L ICA ,4DV ,'~ NT'A OE5 ~ENEFtT$ ~ · ~ - f Addin[c:he FiRST.aID CLEAN UP COLOR 8rc,,,vr SPECIFIC ORA WTY ~/mi I 17 = 2, 05 ~,H 11:22 97~8669898 PACIFIC BUILDERP PAGE 13/13 Plastiment Water Reducing and Retarding Admixture (Types B & D) (~3Q-~E~ mt/!,0¢ kg) oemant ~tre rec- use of NIOSH/MSHA 2, c~proveCi reso;t,=.- CLEAN UP I SPECiFiC GF~A VfTY [ CHLgRtDES% A$?MCERTIFICATI~2N ,iSTM C d,9'i T'¢p.=s o~ ang C