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Northlake College-CS071009 (2) LETTER OF TRANSMITT Date: 10-9-2007 TO: City of Coppel! Engineering Dept. Project: North Lake ATTN: Larry Davis We are sending you the following items for: Approval Your Files Resubmittal Color Selection DOwner's Selection Forward To Owner SUBCONTRACTOR I SUPPLIER: ConSys Concrete CONTACT: Melissa Westmoreland Submittal No. NIA Cooies 1 1 Descriotion Cast-in- lace concrete mix desi ns Stamped concrete color and pattern IO/df~1 Please return the following number of copies:j! Remarks: .. Sincerely, ~ 'Ke.10 V' VI ' Starling Richardson Construction, Inc. L.~ Eric Stanaland Project Manager f. HII' (11 F7"ltJ. ulr)'r ~ -fI1ter'1f'11 -z. S/d-t.Mf OJ)lCt&7e, o~p. 1201 Kas Drive, Suite D · Richardson, Texas 75081 · (972) 238-8131 telephone · (972) 238-9171 fax www.starlingrichardson.com CllnGys SUBMITTAL PACKAGE DATE: October 2,2007 PROJECT: Northlake Community College SUBMITIED BY: ConSys Concrete Corp. 11010 Switzer Avenue Suite 104 Dallas, TX 75238 SUBMITIAL NUMBER: 009 SPECIFICi\ TION SECTION: 03300 VENDOR: Decorative Concrete Supply, Ine. ITEM(S) SUBMITTED: MANUFACTURER Prism Pigments Decorative Concrete Supply, Ine. Increte Systems ITEM Integral Colors Release Colors Stamp SUBMITfED BY: Oarold MolIx SUB1\fITI'ED TO: Starling Richardson 1201 Kas Drive Suite D Richardson, Texas 75081 ARCHITECT: Jacobs Facllities. Ine. 6688 N. Centra] Exp\.vy #400 :vIE13 Dallas, Texas 75244-5083 CHECKED BY: j\PPROVED BY: Starling Richardson Construction B Approved o Approved As Noted o Disapproved - Resubmit 8 v &.).. Date i 0-'1-07 R-~ {1..v"I1.f. J'4( onr @ ${....~.J C&'\CiVlK-- 4 J.!: l/'Y'~ c(. -{ y - >/~ ec.( J cd if (.A" ~ 1c L.. UCI,;UliiUVC\.-.::u,;om - lOp UlSlllUUlUl Ul uecorauve \.-Ulll,;lele 1 001S ana ,:)upplles ( Of\j( f.'! '-,1 1'1' \ I"j(: '~~'-$;~*" page 1 at 1. SEMINARS Standardc;olors IntE!gral CQlor 1 Integral Color 2 Stain_CQ1()[~ Watltl'~Base~~!1'lin~ \ \ \' \ ( f ~\l (, ( ((' I (,)? ) I PRISM PIGMENTS For lolor Thor\- A1ot!c To Order _.,:~-.~-- ;-:'- ,--r , :"' http://www.decorativecscom/data/colorchart22.html 10/2/2007 p~ 110 C:hcslnut Uecoratl veCScom - Top Distnbutor ot Decorative Concrete Tools and Supphes P4J40 Walnut P91 I () SlatL' Gra\ P412U Woodchip P2920 Sahara PS084 Cocoa P9120 Dolphin P4J92 Sand)' Buff P4S30 Oxford Brown ~.........,.._.....,... '~~'~~::JIJtI.~ .. . ',' .' .." ',-, - - ',,';; , ...... Page 2 of 2 PI130 Bonfire P95JO GrL'cn I h_ III I'.'. 'I :~ ~;d.. II! -',' !~rli~- ..,1:1:', I.... ,ld~IL'l-r [I' \,Ii"I;lIgql flllJlI rilL" l-~,il:- lhli1 rll'lr~l\.1th.'l~d ;tn..H,,' ('III,)!", ;~hl'i\.' ,1.fl" ._1" .1\.'l...U~' Ill' h ~I '.11.._,-,(', II:': 'I' ...,1 :11,;:.:' .:1... ,_,I I~-;n(.,.jl;ll:"l' Illh"'l!l' '"lfl,:llIln.. 11llfll ~I:.' ,Ihi\l' ....-Id.)r nl.~) \.....l'111 I.hh." h~dllkrrll~l.'''' I:: j\)~'.I! 1.1\', : .lll :.011 .llil.:: l't._,..,I-, 111 <ll\[:..oll,"11 IL-I,.):.: l'II:,ll..1,1\1~ "l';V...'(llJlI ;-, It'I.n:l.' oIl\'h--t!..' ,.,.IIH.:I...hUlIld 1,- L'I~'l..L,.'~l.Ltld .IJ-"i'l~t\...'d Standard Colors Integral Color 1 Integral Color 2 Stain Golor~ W~1!!r-:ea~_e(j$taills Call us today toll-free. North Texas: 1 866-854-8881 Central Texas: 1 877-295-8881 South East Texas: 1 877-460-8884 :::;opynght @ 2006-2007 Decorative Concrete Supply, Inc All Rights Reserved http//wwwdecorativecs.com/data/color chart22. html Site by A-RJ mVVebs 10/2/2007 uecc...<1UVt:L;).l:OIll - 1 Up LJISUIUUlUI Ul Ut:LUlaUVt: LUfll:rete 100lS ano ;)upplles page j at 1. Standard Colors Integral C9IoI~ Int~gral_C()!or_2 Stain Colors -.. . ---- - . - V'[ateJ"-Ba s~_(t~lai!!~ Decorative ") 'I" ,-' \.( /; .- f lJniversal C~ol()r (=hart for the De(~()rative (:ol1crete Industrv Kool ''''hill' Adobe Buff P(':-u...h Sun ButT http//wwwdecorativecs com/data/color charts increte.html 10/2/2007 Sand Hull" UecO.atlveC::'.com - lOp Ulstnbutor ot Uecoratlve Loncrete 1 ools ana ::'uppl1es \\-'hite "htplcwood Sa hie Hanl'sl Sand Desert Tan Autumn Brown I:)c\\-.tcr Slate Urick Red Sun Gra}' Phill)' Blue Page 1. ot 1. Antique \Vhite Terra Cotta Charcoal Your Partner For Success Addressing The Needs of the Decorative Concrete Professional Standard Colors Integral Color 1 Integral Color 2 Stain Colors Water-Based Stains Call us today toll-free. North Texas: 1 866-854-8881 Central Texas: 1 877-295-8881 South East Texas: 1 877-460-8884 :::opyrlght @ 2006-2007 Decorative Concrete Supply Inc All Rights Reserved http//wwwdecorativecscom/data/color charts increte.html Site by A-Ra mWcbs 10/2/2007 Page 1 of 1 S4 3:-4", ---~-.l ~~..) ..~~~ ~~~~~ ~-,~~~ .- ~L:.-J~~::-~ )~ "--'.' . . . . . ~'~J~~'a~"i;~~.. ' ,"Jl~~1'"""Jl ":. ~'~~~.. lttp//www.incretecom/imgaspx?path=Local/Pictures/95 Pattern Running Bond Used Brick LDjpg&wid. 10/2/2007 . ConSys SUBMITTAL PACKAGE DATE: ;\ugust 17, 2007 A. PROJECT: Northlake Community ColleE DATE: SCBMITTED BY: ConSys Concrete Corp. 11010 SWItzer Avenue SUite 104 Dallas, TX 75238 SUBMITL\L :"JC~1BER: 004 SPECIFICXfION SECTIO:"J: 02516 VEr\"DOR: Southern Star Concrete, 1 nc. lvfANUFACTURER Southern Star Concrete, Inc. JACOBS ITEM Mix Design # 7727 - Paving Mix Design # 7751 - Sidewalks ITEM(S) SUBMlTfED: SUB\lITTED BY: Darold Molix ENGINEER'S REVIEW Starlmg Richardson 1 Kas Drive Suite J2_ SHOP DrtAVil~~;;:\'~V~as 75081 LOPczG~~~~bbp RESPONSE REO')I!,,:::": OF CONTf'lAC1 Of~' urnish as Submitted ARCHTTJ':Cf: Jacobs Facilities. lne. 6688 N. Central Exp\\l)' #400 MB13 Dallas, Texas 75244-5083 SUR\1ITfED TO: e~Tffr o Not Reviewed o Rejected o Comments Attached o Revise and ResubmJt o Confirm in Wntlng o No Response Required Engi~~IH~ jj1~1 conformance with ~he deslon concept a' Q {,", ~ documenla.ullarklngs or comments shall not e construed as rfLbv;r,,~' Conlractor from compliance with the plans and speclficatlcns, n~r des'oJ' therefrom. The Contractor remains responsible for details and accu' c ::y " { ccnfirming and correlating all quantities and dimensions, for selectlr:g laurlc,"c processes, tor techniques of assembly, and for performing his worK in Z! sa; 2 sallSfaclory manner. Sutlsequent submittals are revM"ied only for ill,TS on prevlOllS subtrla, Pro;ect Nu · 0 Sta;-!;:":j P;c)!~, .j b [, r',~>i '., [J LJk I ((' ...::.~L:r:----"':"----'--~-7"- - {'-.?7_(~J/ _.9-_____ ~___. "__'_'__'___ By: Date,~l~~~ _ . Southern Star CONCRETE,INC. Southern Star Concrete, Inc. 8500 Freeport Parkway N., Suite 200 Irving, Tens 75063 U.S.A. Phone: (972) 621-0999 Fu: (972) 621-3351 Quality Services Departmen1 240 Singleton Blvd. Dallas, Tens 75212 Phone: 214/651-8020 Fn: 214/651-1810 MIX DESIGN SUBMITTAL/or READY-MIXED CONCRETE Contractor: Con-Sys Concrete Corp. Date:1 August 14,2007 Project: Dallas County Community College (861 Sandy Lake Rd) Mix Design #: 7727 New# DOOOOOOO7727 Specific Use: 5" & 6" Paving MIX DESIGN PARAMETERS Minimum Compressive Strength: 4000 psi @ 28 Days Sack Content: 6.00 Air Conlent: 4.50/0 +/- 1.5% Fly Ash Content: 20% Slump Range (inches): 2 " +/- 1" (After the addition ofWR Admixtures) W/Cm Ratio (Ibllb): 0.42 (4.76 gal/sk) Theoretical Plastic Unit Weight: 146.3 per Max. f Min. Concrete Temp.: Ref ACI 305 / 306 I Southern Star Concrete guarantees this mix design will achieve the specified compressive strength when tested and evaluated in accordance with ASTM C 172, C 31, C 39, C 94 and ACI 318, and when the recommended procedures for placement and curing in ACI 304, 305 1 306 are followed. When used for acceptance testing, strength specimens must be cured in strict accordance with Section 10 of ASTM C 31-03. MATERIAL RE UIREMENTS Materials ASTM Standards Wei~hts per Cubic Yard. SSD Cement ASTM C ]50 Type IIII 451 Ibs. 1111 ~~ ~. n7 Fly Ash AST!',1 C 6]8 Class Coarse Aggregate ASTM C 33 Gr ade 57 1" LS 1840 Ibs. Fine Aggregate ASTM C JJ Concrete Sand 1308 Ib,. Admixture Dosage of Admixtures are adjusted according to current concrete temperatures. ASTM C 494 Type Am 17 oz. WR Admixture AST~l C 260 Type AEA 2.8 Ol. Air "later ASTM C 94 238 Ibs. In accordOJlce with ACI 318. please forward copies of all concrete test reports to the Quality Services Department at the Move address so thai we COJl nwni!or mix perfontlaJtce and provide data for future projects. Thank you. D'9"-..yfoilrwod l)ySle...."o-...9~ S t rt O. Dt.; ()'>"SItt_,o...nll' (-us Q~S"....t>em SlIl e W a WI n 9 s O~.. ~.o..'"'' So,"", .m..'......, o...."DSQao..-..e',.,8lb,cc"CJele ~o<T. Dill" 2001.08 l~ '4 ',6 '~-(I5'OO Stewart Owings Qualit). Services Representative . Southern Star CONCRETE, INC. Southern Star Concrete, Inc. 8500 Freeport ParKway N., Suite 200 Irving, Tens 75063 U.S.A. Phone: (972) 621-0999 Fax: (972) 621-3351 Quality Services Depar1nlmJ 240 Singleton Blvd. Dallas, Texas 75212 Phone: 214/651-8020 Fax: 214/651-1810 MIX DESIGN SUBMITTAL for READY-MIXED CONCRETE Contractor: Con-Sys Concrete Corp. Dated August 14, 2007 Project: Dallas County Community College (861 Sandy Lake Rd) Mix Design #: 7751 New # DOOOOOOO7751 Specific Use: Sidewalks MIX DESIGN PARAMETERS Minimum Compressive Strength: 3000 psi @ 28 Days Sack Content: 5.00 Air Content: 4.5% +/- 1.5% Fly Ash Content: 20% Slum p Range (inches): 4 " +/- 1" (After the addition ofWR Admixtures) W/Cm Ratio (Ibllb): 0.52 (5.86 gallsk) , Theoretical Plastic Unit Weight: 145.5 pef MaI. ! Min. Concrete Temp.: Ref ACI 305 / 306 I Southern Star Concrete guarantees this mU design will achieve the specified compressive strength when tested and evaluated in accordance with ASTM C 172, C 31, C 39, C 94 and ACI 318, and when the recommended procedures for placement and curing in ACI 304, 305 ! 306 are followed. When used for acceptance testing, strength specimens must be cured in strict accordance with Section 10 of ASTM C 31-03. MATERIAL RE UlREMENTS Materials ASTM Standards Weiehts per Cubic Yard, SSD Fly Ash ASTM C 618 Class C Ibs. Cement ASTM C 150 Type JIll Coarse Aggregate ASTM C 33 Grade 57 1" LS Fine Aggregate ASTM C 33 Concrete Sand 1315 Ibs. Admixture Dosage of Admixtures are adjUSled accordmg to current concrete temperatures. ASTM C 494 Type AID 14 oz. WR Admixture ASTM C 260 Type AEA 2.4 oz. Air Water ASTM C 94 244 Ibs. In accordance with ACI3/8. please forward copies of all concrete test reports to the Quality Services Department at the above address so that we can mnnitor mix performance and provide data for future projects. Thank you. Stewart DogolIWy"vne<l Dr s..w.dO_"',,1 O. 0..... 1;71-5..... OWO......' c~uS. o~SOLJ"e'" Sl<'II wings C~..w.""..",,~~. om....".." O""'''lllala~'"Ntc.on,~m.. carr Ollie ?i>ClQ! 1<11 1. le.J~-~UO Stewart Owings Quality Services Representative . Southern Star CONCRETE,INC. Contractor: Project : Anderson Concrete Dakota Field Test Datal Mix No. 7751 Basis for Selection ACI 318, Section 5.3.2.1 (5-1) Design Strength: 3000 psi Standard Deviation: 587 psi Data Represents: 55 Tests Required Strength: 3586 psi 8/1412007 Average Strength: 4900 C I. 1 C I. 1 Cyl. 2 SetAv Av ./3 Ran e St. Dev. 3040 3040 4970 4750 4860 4640 220 469 4780 3020 3020 4860 4940 4900 4680 80 456 4790 3050 3050 4490 4560 4530 4760 70 447 4770 3370 3370 4380 4430 4410 46]0 50 443 4750 3030 3030 4220 4080 4150 4360 140 45] 4720 3370 3370 4220 4270 4250 4270 50 452 4700 3630 3630 4330 4380 4360 4250 50 447 4690 4150 4150 4630 4670 4650 4420 40 437 4690 4210 4210 4900 5020 4960 4660 120 432 4700 3370 3370 5200 5170 5190 4930 30 434 4720 3600 3600 5600 5660 5630 5260 60 460 4750 3270 3270 5300 5230 5270 5360 70 462 4770 3160 3160 5400 5240 5320 5410 ]60 465 4790 3410 3410 4990 5060 5030 5210 70 459 4800 4010 4010 4910 4860 4890 5080 50 452 4800 4]90 4190 4490 4390 4440 4790 100 449 4790 3130 3130 3860 3760 3810 4380 100 474 4760 3930 3930 4840 4970 4910 4390 130 467 4760 3780 3780 5040 4840 4940 4550 200 461 4770 3630 3630 5030 5140 5090 4980 ] 10 458 4780 3390 3390 4250 4370 4310 4780 120 458 4760 4350 4350 5310 5390 5350 4920 80 462 4780 3490 3490 4660 4590 4630 4760 70 456 4780 4290 4290 5160 5330 5250 5080 170 456 4790 3930 3930 5210 5100 5160 5010 110 454 4800 43]0 4310 6150 6070 6110 55]0 80 492 4830 4150 4150 6260 6430 6350 5870 170 539 4860 3600 3600 5530 5460 5500 5990 70 541 4880 3380 3380 5290 5370 5330 5730 80 539 4890 3520 3520 5620 5670 5650 5490 50 545 4900 3400 3400 4950 5060 5010 5330 1]0 539 4910 3550 3550 4380 4540 4460 5040 160 537 4900 3670 3670 5720 5790 5760 5080 70 546 4910 4250 4250 5:nO 5430 5400 52]0 60 545 4920 4480 4480 6220 6390 6310 5820 170 573 4950 2780 2780 4]70 4]90 4180 5300 20 577 4940 2710 2710 4090 4050 4070 4850 40 584 4920 2920 2920 4] 90 4210 .uOO 4150 20 587 4910 2630 2630 4290 4260 4280 4180 30 587 4900 3930 3930 3640 3640 3650 3650 Laboratory': Date 17 ] 1/08/2006 5,00 72 J 8 ] 1/1 1/2006 6,00 70 19 11/] 1/2006 5.00 72 20 ] ]/1112006 5.00 72 21 lI/lI/2006 5.00 73 22 ] 1/20/2006 5.00 62 23 ] 1/20/2006 5.00 63 24 11/20/2006 4,50 64 25 ] 1/2012006 5,50 65 26 11/29/2006 5.00 73 '27 11/29/2006 5.00 73 28 11/29/2006 5.50 74 29 11/2912006 5,50 76 30 11/29/2006 5.00 76 3 ] 12/12/2006 4,50 64 32 ]2/12/2006 5.00 66 33 ] 2/12/2006 5.00 67 34 12/12/2006 4.50 67 35 12/12/2006 4.50 71 36 12113/2006 500 63 37 12/13/2006 5,50 64 38 ] 2/28/2006 5.25 65 39 12/28/2006 5,00 65 4(J 12/28/2006 5.50 67 41 12/28/2006 5.00 67 42 OJ/0312007 4,75 62 43 0110312007 4.75 63 44 0] 103/2007 5.00 63 4\ 0] II 0/2007 4.75 58 46 o I II 0/2007 5.00 58 47 0] II 012007 5.00 6] 48 0] II 0/2007 5.25 62 49 OJ II 0/2007 5.25 63 ~o 0] /1112007 5.00 64 II 0111 ]/2007 3,75 67 )2 02/0712007 5,75 58 53 02/07/2007 5.00 58 ,~ 02/07/2007 500 64 )5 02107/2007 5.25 68 '6 03/0] /2007 5.50 65 ') 7 03/01/2007 5.CJO 68 IR 03/01/2007 500 7, Southern Star Concrete, Inc 4.8 3.3 3.0 33 3.3 3.5 4.8 35 3.0 3.5 3.5 3.5 3.5 4.0 4.3 3,8 4.2 4.0 4 ] 4.1 3.5 4.3 3.5 4.0 , " 35 33 35 33 3.3 3.5 33 3 5 3.3 3.3 3.5 33 Field Test Data tor Mix7751e ifJ .- ifJ >. -- C\J C ~ ""'d C C\J VJ C) ifJ 1) > 1) .- .- r./)""'d 1) ~ ......... ro 610..- 1) $.... -: bJ)x ~r- 1) c .- u... ~ . ftS~ ...-:. "'~ c~ ~v GI~ ~=u :s o '" I I ~ c r- ~ C C 0\ QO g Q() QO QO ! rJ:J - c:: ~ 00 ::; c c VJ 0\1 ~ - ~ r- '<:tl ~ f'I'i N N ~ N C C C 0 - r- i N f'I'i 0 - - :;t: c c - ~ 0 '<:t :;t: c VJ :;t: ~ an ~ cane 1.0 N VJ VJ C QO an VJ ~I \0 I I , I I N' - CIO! QO I I c c ~ Q() c VJ 0\ QO ~ 0\ 0\ 0\ COO 0 C ceo - - - o o o CJ'-. o 00 o r- o ...a o VJ o ~ C N o - o tl ~ ~i ~I [f] rJ:J C': U.I ~I~ I "' - ~I-- l:': ~=: ;;.. r:::: I:E :E1~lo lJ-1__I.llLT C I"i SJAJ!S ~U!SSUd lUJJ.IJd JA!llqmun.) - C': C"I I.: ~ C"I ~ ~ [f] o - \0 N 0\ '<:t - - o "C ~ C': ::. E o U '" ~ ;;> ~ [;j e.Ji - - or;; '" C': ~ ~ c.. co - - ~ ~ ~ ~ V ...::2 ~ co -;:: ("' u :'0 cD u 51 cD < 2 ~ ---- cD D!J < '" --- cr. U co :oJ) u OD ~ i u- ~ c::: c<: oD u- () --- (/; u (j ;... J. ;... co ::0 ;/ o ~ l"'l 0 0 C =It r-- ~I~ t..n 0 ..... C r/J =+t: ... - .- C) 0 r/J ...... N I:': >. i C.J .- it.: - r/) C\j C.J C ..- ~ - [J) <C .- ~ 0 ~ 0 ...... ,...( 0 "'1' Ir, - C) ....c E ;> I:': C) U 0. ~ i ... .- ... C) ... (/) 0 ~ U C) en ~ Q.) ;;. C\j r/J Q.) bI) C) N 0 lri I,: [J) C) ta -- \C N "'1' OJ) ..... ... ~ bI) b[) en en ~ bI) C) ~ <C ~ - b[) c:i C) b[) t: -< .Q.) r/J '~ ~ : 0 lri C\j C 0 I,: -..:; - ,...( (:\. C\ C\ 0 0 U r/J C C\j ::t 0 0 - - 0 0 i5 ~! - ..... -0 ftSz ...,-: "'~ C~ _u CII~ ~=u :s o '" o o ..... o 0\ o r-- o lri o "'1' o ..... o I I ~: I 'I ~I I ~ ~ ~!.' I .... Q.) - I rEI' ~Ii ~ i I ~ g ~: ~ 1.- .51 ~! 25 I ~ = c:il ~ I ~ .- ;;. ~ ~ ~I< r=:: i I I! t; ~ ~._~._---- o l"'l o N o QIO o \0 SaAa!s {iU!SSCd luaJ.Jad aA!}Clorno,) r- \D ~ C/):::j::t: 0- ~~ - 0- cjr:./) c_ <t::::= <l)...c >...c <l) U 0- ~ r/) C) <l) 0... ~ cj C/) bIJC) ~ ~ bObIJ bIJC) <C b1 C) bIJ ~<r:: ro t::: o 0 U C/) t::: cj ::r:: -0 taz ...,-:. VI~ C~ _u CII~ ~;u :s o VI o o - o 0\ o r-- o IT) o "7 o ""l o CliO o \:;) SJAJ!S ~U!SSEd lUJJJJd JA!lEfnwn:) o N o - o ~ r"l 0 0 0 =It ~IT)O~N go 0 0 0\ CliO __ l""') ...... l...-rl ....: ~ "-' ~ ;;.0 .~ OIT)O_rJ] r-- r"l IT) IT) ~ ... ... -t;; "-' co: Q.. o IT) 0 0 ~ ~ ~ ~ o I I . I 0101' 0 - o 0 0 0 ...... .....-: .-.. ,....., I : I I I I I I i I ~I I ~: u ~i I Q., a.I = I 'r/j ..;- e:; I lEE ;"1 r-- J E E ~I g ';< :: I ~ = ~ J .- co: ,- ;;.01- ;::;1 ~ <: Q;o _111~llt_, ... ... o ,- - co: , "'" 1.: "'" a.I Co rJ] '0 - .... ~ co: ,... ... ... o U - I = I a.I , ;:: a.I Q.. ASH GROVE TEXAS L.P. r;:-ASH IS RDV.o 900 G<<eo Rod 'onomu)Q no MlllIClllll... T_ '71iOlSe Pbooe ""-723->>01 .... t'T.Z~S117 Cc:IIImt 1)pc: lID PnocIe<1IOD f'wMO; SIlo : 1 .s'IC.l.ZOO'7-~'O,Zto1 I>tv, 'f1J,nMt't .... STANDARD REQUIREMENTS ASTM Cl!G-()! CJID(JCAL --- lwa Uall 't..c~ $IOJ~') A 20.09 AJ,.O, ("Ho) 6.0 raax 4.71 P\t,OI~) 60 m.l)( :l,!>4 c.o (%) A ~.31 10180 <-I.) d.O IJUll 1.14 SO. (%) 3.0....... Hj ~oDI~(~) 3.01JlllOC l.a) !'lJI,O ~) A K.,O ~) A IaaoIuI>lI R.IIlduc~) nJ~ mal( 0,41 em (%) A 110 LlrnNIAI>I (%) pet' "IT" ~.o""'" ~9 UmaIIAC' ('Ya) .... TXDOT 3.00%...... .1 LIn*MU (~) per.un:D 3.~_ .1.1 c.coJ IaIIlDcldnt ('Va) '/Omir1 &7 }'olalti&l OIl11pGUIW ("10) C,S A .\..d c,.f A 17 C"A. 8"""" H C,Af A C.AJ14 !(C..A) A PHYStCAL ~, r.- UnIr TeftRoooulI Air_..r__r(\oola_'K.) 11_ 7.5 ..- (emllt) (AIr J>I"lIoIllll~) :ltOO mill 3673 ~nPllllol-("') O.tollllK 001 OlDlP,""",*"olO'tftlC (pill) 1~ 'Dq1 7 DiIlrt 1t~ Mm: A 17-'0 Vtj() A lue 3130 42J. l'i_ ot 6CIIIng (__) (VI<et) ~f ')'l..' N(1\ \600 c-4~ 'NDI_ \bin 375 211 *" OPTIONAL REQUIREMENTS ASTM Cl5G~ Tablal 2 :and 4 0.54 I.tea FloIowo ut ~, ~.r kJ4r8a... (kJ /Iq) '7 ..,. H....oI~(kJ~ U~ PRVSfC.o\l. ~ UlIIlt A relit Rnull A C1IIIMICAL 11_ C,B+C.ACOIo) ~._(%o) A ~Nol~le 8 ~ Limit"'" apecifiod by~, U;;!l,.,..)r.~f<r ~otI Dilly c; ~ To< ~ (", u". p:o.::>d ",)\ ~lsble $~. r;...k A 0.60 tat R.e<o>ll A rlO A A Wo oottify IhoL Ihl: .bc\l1 duoribed ~ Jt !be Il71"Ie of~... _ ~ ciloonloaliM pllylWl ~ ofrhc ASl}..! CI~5 Of (olh...) . .__I!'t""iicaioc. n,~.iIIlD ~ that ~type 0lIlID1l ill tllIa Ol~ C 6an JR1--'. oilo ff _ W cOllrii- wiU1 MflHTO ),j.I.5~ ~C<IIlOD """"" lbr IlnMJJINnI 3'K IlQ1Ml.Mt imoaJDun<I K 1IIIlw..t bot jl.HTD~SpeoItIefI\rlDo . . ' s~~........=:: ~ ~ ,- .~ -- Title; QuAl<'Y Oont/<:ll ~ TO'r".L P.Ol HEtDWA-W:~o~! Adding V slue to Energy TM Headwaters Resources, Inc. certifies that, to the best of its knowledge, the test data listed herein was generated by apphcable ASTM methods and meets requirements of ASTM C-618 and AASHTO M-295 and TX DOT DMS-46] 0 Revort of Flv Ash Indeven den ce Plant. Newark Arkansas Unit #1,2 DATE: Julv 30. 2007 LABORATORY NUMBER: lSES-1.2-6/13/07 MTRF #1156 ID COMPOSITE DA TE 6/4/07 - 6/13/07 (RAILCAR) ASTM C-618-05 SPECIFICA nONS TX. DOT DMS-4610 SPECIFICA nONS CHEMICAL ANALYSIS CLASS C CLASS F CLASS C CLASS F Silicon Dioxide (Si02) 36.53 Aluminum Oxide (Al203) 19.] 6 Iron Oxide (FE203) 6.14 Sum of Si02, A1203, & Fe203 61 83 50 Min. 70 Min. 50 Min 70 Min Magnesium Oxide (MgO) 5.87 Sulfur Trioxide (S03) 140 5.0 Max. 50 Max. 5.0 Max 5 0 Max. Moisture Content 0.09 3.0 Max. 3.0 Max. 2.0 Max. 2.0 Max. Loss On IgnitIon 0.15 6.0 Max. 6.0 Max. 3.0 Max. 3.0 Max. Available Alkalis as Na20 159 Calcium Oxide (CaO) 24.31 PHYSICAL ANALYSIS Fineness Amount retained on 325 SIeve ~/o 13 51 34% Max. 34% Max. 34% Max 34% Max Water ReqUIrement, % Control 93% I05%Max 105%Max I05%Max I05%Max SpeCific GravIty 262 Autoclave ExpanSIon, % 000 08% Max 0.8% Max 0.8% Max 08<% Max Strength ActivIty Index With Portland Cement, 7 Day 99% 75% Min. 75% Mm. 75% Min 75(Yo Mm AUTHORIZED SIGNA TURE: ~ PO Box :18 Thompsons, Texas 77481.00:18 P 281 34:1.007Y F 281 3430872 Sika Corporation 201 Polito Avenue Lyndhu rst, N J 07071 Ph: 1 8009337452 WNW. s ikacon struction. co m Certificate of Compliance January 1 st, 2006 Sika Corporation State Of New Jersey County Of Bergen To Whom It May Concem, This is to certify that Sika AIR, an Air Entraining Admixture, is manufactured under strict quality control conditions by Sika Corporation. Independent testing results show that Sika AIR meets or exceeds the physical requirements of: ASTM C-260 AASHTO M-154 Sika AIR is free of manufacturing defects and will meet Sika's currently published physical prop- erties and performance charaderistics when used in accordance with Sika's directions and tested by ASTM and Sika's Standards, Sika AIR does not contain any intentionally added chlo- rides. C' Ondrej Masek Product Marketing Manager Sika Corporation, New Construction 6J ~ SiKa Corporation 20', ~o,,:o Avenue, Lyndnursl NJ 07071 US" Te 2O~ 93j BaOe,. Fax 2C1 933 522~" '#WIN slkausa com .j' , .I:~ - -- ... ....r~~........r ,~ ~ '-~f Sika Corporation 201 Polito Avenue Lyndhurst, N J 07071 Ph: 1 800933 7452 www.sikaconstruction.com Certificate of Compliance January 1st, 2006 Sika Corporation State Of New Jersey County Of Bergen To Whom It May Concern, This is to certify that Plastocrete 161, a Water Reducing Admixture, is manufactured under strict quality control conditions by Sika Corporation. Independent testing results show that Plas- toe rete 161 meets or exceeds the physical requirements of : ASTM C-494 Type A AASHTO M-194 Type A Plastoerete 161 is free of manufacturing defects and will meet Sika's currently published physi- cal properties and performance characteristics when used in accordance with Sika's directions and tested by ASTM and Sika's Standards. Plastocrete 161 does not contain any intentionally added chlorides Ondrej Masek Product Marketing Manager Sika Corporation. New Construction 0-:1 ~ Sika Corporation 201 POllIO !-venue. Ly"dhurs~ riJ 07071 USA ,,. 2019338800. Fax 2Cl "3j 6225 WoNN slkausa com Q_....I:, ~ ~ "'-"'r.t"~.t' 'if "-'" 1-" .",' ",.': ". , "-''' I ,,-;' .- .6' ..... ",",' Sika Corporation 201 Polito Avenue Lyndhurst, NJ 07071 Ph: 1 800 933 7452 WvVWsikaconstruction. com Certificate of Compliance January 151,2006 Sika Corporation State Of New Jersey County Of Bergen To Whom It May Concem, This is to certify that Plastiment, a Water Reducing and Retarding Admixture, is manufactured under strict quality control conditions by Sika Corporation. Independent testing results show that Plastiment meets or exceeds the physical requirements of : ASTM C-494 Types Band D AASHTO M-194 Types Band D Plastiment is free of manufacturing defects and vvill meet Sika's currently published physical properties and performance characteristics vvhen used in accordance with Sika's directions and tested by ASTM and Sika's Standards. Plastiment does not contain any intentionally added chlorides. , I I' Ondi'ej Masek Product Marketing Manager Sika Corporation, New Construction G;:l ~ Sika Corporation 2Q1 Pollio Avenue. LyndhurSl NJ 0707: US" Te' 2Q: 9338800 Fax 2019336225. """" s,kausa com -- .,.. "'< .,,~...-"" \~