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121 BP Phase 1-LR 991108 LATTIMORE MATERIALS COMPANY P-O !~0× 556 ~ -~ .Mc,<II'-.,NEY. TEXAS 75C70-0556 /,.- ~, "~ 1.3.72~ 56~-4546 (972~ 221-4646 Pavecon j Date: 08-Ncv-99 ~r~ject: Street Impr~;i~ements ~. City of C~)l~ell, Texas M~erials: .~' ~. Ce~t'. Typo 1, ASTM C-150. rex,a,-LeH,gh Cemenl "~ '-;Cash: ASTM C-618, C;~ss C, Ho,nam Coarse Agg.. ASTM C-33. 1% #4 Lattlmore Crushed Stone Frae Agg.: ASTM C-33. La~irnore Concrete Sand Admixtures. ASTM C-494. ProMix ASTM C-Z60, ProMix '1 Cub_lc Yard By Weight . ~SD Mix No. 38 Strength ~ 28 Days 30C0 A!r Cement, lbs 470 Fly Ash, lbs 0 C. Agg., lbs 1850 Sand. Ib~ 1437 Water, lbs 227 WIR. oz 18 8 _AEA, O~ 3.1 Total Weight 3984 Unit Wt, #/CF 147.56 W/C Ratio, ~/ # 0 48 Fly Ash, % 0 Maximum Tamp, deg. 95 Slump, inches 3-5 Air, % entrained 3-5 Lattlmore Ready Mix guarantees the above mix design will achieve the specified strength when tested and evaluated in accordance with ASTM C-172, C-31, C-39 and C-$4 and when the recommended procedures for placement and curing outlined in ACI 3051306 are followed. In accordance with ASTM C-94, Lattimore Materiels Co. requests that copies of all strength tests be forwarded to our Quality Control Department. LC LATTIMORE MATERIALS COMPANY P.O. BOX 556 · .'JcKINNEY, TEXAS 75070-0556 (972) 569-4646 (972) 22__1-4545 CONTRACTOR: Hughs & Sons MIX NO.: 38 LABORATORY: HBC Engineering PROJECT: Tom Thumb - Brcokhaven Shopping Cer. ter DESIGN STRENGTH: 3000 Addison, Texas 7-28 Date Slump Air Temp 7 Day 7 Day Av¢l. 28 Day. 28 Day___~Ay.g~_~.~g./3 Range Gain 1 05-Feb-99 6.00 65 2940 2820 2880 3680 3400 3540 280 1 23 2 05-Feb-99 5 00 67 3410 3150 3280 4100 3B70 3985 230 I 21 3 09-Feb-99 4.50 70 3290 3630 3460 4170 4.310 4090 3872 160 1_ 18 4 09-Feb-99 5 25 70 3350 3480 3415 4220 4180 4190 4088 60 1.23 5 !9-Feb-g9 5.25 77 3760 3850 3805 4270 4310 4290 4190 40 1 13 6 19-Feb-99 5.50 71 3470 3620 3545 4460 4770 4615 4365 310 ! .30 7 23-Feb-99 5 00 60 3220 3190 3205 4030 4220 4125 4343 199 1.29 8 23-Feb-99 5.00 60 3620 3340 3480 4340 4530 4435 4392 190 1.27 9 25-Feb-99 6.00 57 3020 3030 3025 3503 3560 3580 ,'-047 ~ ~9 ! 18 10 02-Mar-99 5.00 70 2960 2840 2900 3760 3840 3800 3938 80 ; .31 ! 1 13-May-99 5 25 4.1 86 3970 4190 4083 4900 4580 4740 ~040 320 1.16 12 13-May-g9 5 O0 3 3 89 3860 3990 3925 4620 4890 4755 4432 270 1.21 13 20-May-99 5.00 ,3.8 83 2330 2630 2480 4070 4210 4140 4545 140 1.E7 14 04-Jun-99 5 O0 4 0 80 3190 2880 3035 3940 4110 4025 4307 170 1.33 15 04-Jun-9$ 4 50 4 3 82 3040 3170 3105 4620 4510 4565 4243 1!0 1.47 16 OS-Jut-99 5.50 84 4100 4210 4'[55 4680 4960 4820 4470 280 1.16 5.17 3.9 73 3361 42Zl ;87 1.27 STD DEV 401 MOD. BEV. 459 ACi 318-5.3.1.2 REQUIREMENTS; (5.1) for = fc + 1.34s 3615 (5.2) f'cr ~- ¢c + 2 33s - 500 3570 "QTE" Quah~: Tcmng & Engi,. .'lng, Inc. 10530 Shady Trail PROJECT I~SPECTION Dallas. Texas ?5220 Rt~PORT (2t41 351-2511 Page I of ! PROJECT Lammorc - .~grcgatc Testing .lob No.: 00002.0002 2 CLiENT' Lammore Matenals Date' I0:11,'99 RE3,£4~O. KS Sample ~41 ASTM C-33 Sue 57 Bridgeport Stone Sieve Analysis Test Method: (ASTM C-1.361 Sieve Size % Passing % Passing Reqm.~cd I 1:2' '. 100 10(; !- ': 95 8 95-100 l 1/2" ] ,*8.8 25430 ~ [ 2.3 0-1o I #8 i 0.4 0-5 _ Oec.ant,,(ASTM C-117l ..... Specific Gravity (AS'I'M C-127) h -ated S ace mY 2 68 .... .absorption % 0 34 Unit Weight Dr,.' Rodfled (ASTM C-29) Umt Weight (Ix'fl Average of 3 ~ 161_7 QTE REFRESENTATI'v~ J Thompson 'l-h:* rep.v,-t rerre~enu ,.-~..!,, the .,n..atena!s t~.osred ~rd may ar may not be re~re*entaic,'e of ~ca: or ~milaf e'.a',er~als Iht.' repe,"- srai: n-x be -~Fvoduced ~.,~o'. u'~ .~ ~-~..~re~y and ,.~ah tke e.W. res~ wrltt,~ ?erm:ssion of Q'l~. Inc. "QIE" Quali~' Testing & Engh, .nng. lnc 10530 Shady Trail PROJECT 12qSPECIION Dallas, Texas 75220 REPORT 214/351-251I - PROJECT Lathmore = Aggregate Tesnng lob No - 00002 0002 2If CLIENU[- Lammore .Materials Date: 10-'11,'99 RENL,~RKS Sample ~44 -Thackervtlle Blend NaturaL- Manufactured Sand Sieve Analysis Test Method (A~ ._TM C~I_J6) Sieve Size 1 % Passing % Passing Requirexl ! 3.,"8" : 100 i00 #4 i 96 5 95-100 #8 !. 88.5 80-100 ;q6 ] 79 6 { 50-85 /;30 57 4 25-60 I ~5o I 1¢.,, ~'100 1.4 { 0-10 ~200 0.2 [ I Fineness Modulus = 2.62 ..... Specific Gravity' (ASTM C-128) .... Bulk 2.66 I Abso .r!xion (%) .... ' 0.41 Unit Weight - Dry Rodded (ASTM C729) f of. I 84.5 Il Decant ! % Passing 0200 Sieve = 0 6 [ Maxtmum= 3.0 . ]. QTE REPRESEN-rATIVE' $ Thompson R ~,ed.~.... report rep. r~errt$ o~]%' t.hg rc.,aten, a!s t~t-ted and may or ma.~ not be rewr~tl [~ ~wt!-:s re~vorl r~:=!: not be reprr~a~-~l cv-.:e~ m i~ ~tll~t? md '~¢C'~ ~e ex~re~.5 x~r~am p~-'m~r~ion of Q-f'lS. Inc Pl [x-tec hnologies ProAir-VR VINSOL RESL~: AIR ENTRAINING AD3,1IXTURE FOR CONCRETE DESCRIPTION: SPECIFICATIONS: Pro.Mr-VR is specially formulated for use as an oar Conforms to ASTM C260 enmaining admuctute for concxete. ProAir-VR is AASHTO M 154 manufactured undex su-ict qualih.- cont~oI standards to CRD C 13 instwe tmiform performance at the job site. TEClllN-ICAL NOTE: ADVANTAGES: ProAir-VR does not contain calcium chloride or any Pro.Mr-VR imxoduces millions of uniformly sized chloride based components. It win not promote or and slnaoed air voids throughout the concrete tmxture, contribute to corrosion of remforci, g steel in Concrete contaimng these tm)-. air bubbles has been concrete. pr~,,'en far more resislant to freezing and thawing than plaru concxete. ProAir-~v~R m USES: haxclened concrete ~duces permeability ProAi~VR may be used wherever air entrainment is and enhances the resistance to surface deterioration required by. concrete specifications It is p~ticul, ady caused ~, de-icing Cherruea]s. Concrete c0ntaming useful m: ProAir-VR roquires less wat~, therefore, bleeding * All commercial and residential cx~ncrcte is reduced ProAir-VR aids in finishing and * _Mass concrete produces a more water t~ght concrete with a lower * High cement, low slump paving watex-oemcnt ratio. The air bubbles act as "Ball- * Mixes with high carbon content fly ash Bearings" to greatly improve the plzstici~- and * Concrete uSLng high-alkali cement workabili~, of the concrete, raaking it easier to flow * .MI concrete to be exposed to freezing into forms or be pumped into place. Concrete mixes and ttmwing conditions designed using Pro,Mr - VR r~sult m a roducfion of * Concrete to be mixed for an extended ~g~gation and honeycombing with smoother and period of time more e~n fufished surfers. COMPATIBILITY: DOSAGE: ProAir-VR is fully effective and compatible m There is no standard addition rate for Pro&ir-VR concrete contamix~g all .wpes of Portiand cemenL The amount to be used v,~ll wary ~ath local materials class C andF fly ~ microsilica~ calcium chloride. and intendexi concrete performance requirements, fibers and apprcn,ed v~ater-reduc~ng, ao:eler'a~ng and usually m the range of 4% to 6% T~,.~ical retarding admixtures. ProAir-WR can be used in Pro~Mr-VR addition rates range from .5 to 2 ounce5 white, oolored~ and architectural concrete. per 100 pounds 03 ~o 130 ml per 100kg) of cemem ?..-¢.© .VIIX Te~h.~.o~e_~a$ ',n'a.-rar~ itl~ pr~u~s ~o be ~oe f~m d~a m ~ial ~d msnufa~m ~e ar~ no ~ w~ b3 PRO :~tl~ ~qd do~ n~ w~m?. ~a rasul:s o~m~ ~r ~y applier,s. PRO NflX Te~olo~ea ~al] n~ be hable f~ ~ma~ of aflv ~. ~I~ t~:~. xv~hip and field ~nd~i~: No ~mL r~~.~, c~ ,~ m~ !a ~d~ 12 ~ge c~ ~y P.O. Box 6 Alien, Texas 75013 (972) ~2~010 (972) 562-1822 Fax c~:,~ :99~ p~ ~x T~c-190~. LL C PRO., --- ] [Xtechnologies PLASTIMIX 250 WA TER-REDUCING AD~4IXTURE FOR CONCRETE DESCRIPTION: SPECI~CATIONS: Plastimix 250 is a read).' to use aqueous solution of Conforms to ASTM C 494 ~e A complex compounds which enhance the performance P~ASHTO M 194 Type A of plaSUc and hardened concrete. Plasfimix 250 is CRD C 87 Type A manufactured under ngtd qualmS' control measures to pro~Ade utuform, rehable results. TECIE~CAL NOTE: Plastimix 250 does not contain any purposely added USES: calcium chloride or other chloride based components. Piastimix 250 is recomrncndeA for mixes where It will not promote or contribute to corrosion of reduced wateT contenL improved ccanemt reinforcing steel m concrete. performance, uniform, normal set tLmes and enhanced finishing chara~s are desu-abl¢. COMPATIBILITY: Piastimix 250 is compatible ~ith all ~pes of ADVANTAGES: Portland cement, class C and F fly ash, slag, - Improves the qualiW of concrete ~ de~easing microsilica, calcium chloride, fibers and approved ah' water-cement ratio entraining, acceleratmg~ retarding and super * Increases early and ultimate compressive and plasticizing admixtures. Plasfimlx 250 can be used flexu~ sRength in all white, colorecL and architectural concrete For * Reduces cracking and shnnkage best results, each adnuxture must be chspensed * Improves workability, and finishabili _ty on all separately into the concrete mix. flat~'ork, shp formed an<! pre-cast surfaces * huproves formed surfaces while reduCUag STORAGE: segrcgauon * Imprcn.es pumpability of concrete Plasfimix 250 may freeze at temperatures below 35 * Improxes normal-setting characterizes (.2 C)_ .Mtbough freezing does not harm Plastimix * In.eases relative durability and resistance to 250, precautions should be taken to protect tt damage caused ~, freezing and tha~4ag freezing If it should happen to freeze, thaw and reconstitute w-ah mechanical agitations Do Not Use DOSAGE RATE: Pressurized Air For Agitation. PlaztJmix 250 is reconunended for usc at a dosage rate of 3 to 6 fluM ounces per 100 lxnmds (196 to 390 ml per 100 kg~ of cement. PRO K~gX Techno]egaes warrants ~'..s pr.-xtucta to be ff~ from dd~s m m~m: md manufa~u-e ~e are no ~ g'arr~m by PRO ~X T~o:o~ of~ n~ure wh~so~'~, ~r~s~ ~ L~h~ ~is ~fo~t~cn ~ ~s~d ~ ~ ~d ~o~'lod~ behev~ to b~ Lqlg and ec~ate at ttme of pubi:~or, and is off~ a~ a ~ f~ :~g u~ of ~r p~du~a. PRO N'HX T~oloDea nss~.~ no habi[fly m ~e use of ~n f~:~ ~d do~ n~ g'a~ y the r~:l~ oP~m~ ~r ~y appli~i~ PRO ~X I~olo~ ~I'. n~ be :~ble f~ ~I~s of an)' ~ ~o~. ~e <~e ~ r~u~ of'~i~ pmdu~ ~d ~*ll no~ be ~p~aible for ~n~i~* v~i~ k* e~ol. mclu~ag b~ n~ h~Ated to. ~ P.O. Box 6 ,~len, T~as 75013 (9~) 7~010 (972) 562-1822 Fax C~:.~t 1998 ?~ N2x T~olo~, L.L C technologies PLASTIMIX IOOR SET RETARDL~G WA TE R-RED UCL, VG ADMIXTURE FOR CONCRETE DESCRIPTION: DOSAGE RATE: Plastimix 100R is a set retarding, water-reducing Plastimlx 100R is recommended fm use at a dosage ~1ii11,,~11.1~ for con~,~te. It is designed to facilitate the rat of 2 to 4 fluid ounc,s per 100 poutmts (I 30 to 326 placing and finishing of concrete while pro,Admg ml per I00 kg) of cement control of set trine. Plasfimix 100R tmpmvcs cement performance resulting in imp~uved ultimate strengths SPECI]ffICATIONS: and ~tated concrete properties. It is especially Conforms to ASTM C 494 Type B beneficial during hot weather concreting operations ASTM C 49~, Type D when control of setting me and maintenance ora .6~s~S~O M 19.1. TH~es B and D placeable consistencs., are essential. CRD C 87 Ts~pes B and D ,aiJ)VA]~FrAGES: TECitNICAL NOTE: * Improves concrete qualtl?' 135,' Plastimi~ 100R does not contain any purposely decreasing water-cemem ratio for a gtven degree added calcium cldonde or other chloride based of workabili~- components. It will not promote or contribute to * Increases both compressixe corrosion of reinforcing steel in con,ere. and fle~au-al strengths ' Increases densi~' amt relative durability COI~PATI~I~IT~: ' Reduces cracking a_nd shrinka~ Plastlmix 100R is comparable with all types of ~ Reduces segregation Portland cement, class C ands F fly ash_ slag * Pro~ides superior finisha~li~- on aB flam'oriq microsilica, calcium chloride, fibers and approved slip formed and pm-cast surfaces water reducing, and super plasticizing admix-tures * Improves pumpability of concrete 171astimix 100R can be used m all v~.h.~te, colored, and * ~hintains slump life dunng ex-tended architectural concrete. For bes~ results, the air mi.,ting tanes entrammem should be added separately into the * Provides uniform control of setting concrete mix. time ba~xt on dosage rate ' ,Mds to reduce peak heat of hydration, reducing Note As the dosage rate of Piastimix 100R thermal cracking, m~eases, concrete set times are incxeased PRO MJX Technologies warr~nt~ it~ products to t'e ffe~ from daf~ts m matex~al ~md ~ufa~ure I'here are no ce&er warrantJ~ by PRO 5,fix T~elo~e~ of ~y n~u~ wh~ev~, e~s~ed er ~plied ~a inform~i,~ is b~s~ ,~ ~ and ~owled~ beh~'~ to bo :me and ~c~te ~ :~me of pubh~ ~nd ~s off~ as a resoume f~ ~e us~ of o~r produ~s. PRO kflX Te~olv~ assum~ no iiabdkv :n ~e me oFthis frem ~e use or reauP~ of~s pmdu~ ~d ~811 n~ be ~p~slble for ~d~s o~s~de ~a ~n~ol, including bm n~ hm~ w. ~ ~a~s. ~es~. m~e~,m, w~se~hip and field ~ndRi~s No ~em~ rece~dati~, ~ ~h~ mfo~ati~ ~s t~ded ~o ~mge on tony p~t~t r.r ~X~ hdd by ~s P.O. Box 6 ~len, T~as 75013 (972) 7~4010 072) 561-18~ Fax C~>~t 199s Pm ?,~rz~mg!o~ L LC