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Riverchase (6.2)-CS 970626540 COMMERCE SOUTHLAKE, TEXAS 76092 LTD. METRO (817) 481-2886 FAX (817) 48'1-8195 FAX COVER SHEET DATE: TO: FROM: JOB # RE: FAX # This transmission will consist of 7 .page(s) including this cover sheet Please contact this office at (817) 481-2886 should any difficulty arise with this transmission. REMARKS:I21 Urgent .j~ For your review 12 Reply ASAP Please comment COMMENTS:. S~T8TSPLT8 TO'd S6TST8~&T8 0~:~0 ~6/26/19~? 1~35 ~725~4644 LATTIMORE FRONT P~GE 02 LATTIMORE MATERIALS COMPANY P.O. BOX 556 McYJNNEY. TEXAS 75070-0556 (214) 569M646 (214)~221-4646 CAient: TRI-DAL 26-Jun-97 P~oJe~t: Grand Car Wash Metellal~; Camera. Coarse Agg.: Fine Agg.: Admits: Type 1, ASTM C-IS0. Texas-LeHigh Cement ASTM C-618. Class C. Holnam ASTM C-33. 1"-#4 Laffimore Crushed Stone ASTM C-33, LaWmore Concrete Sand ASTM C-494, SiVa ASTM C-260, 81ka t Cul~i(: Yard BY' Weight Mix No. 42 Strength ~ 28 ~ 4200 Air Cement, I1~ 564 Fly Ash, Ibe 0 C. Agg., I1~ 1850 Send, Ib~ 1332 Water, lbs 237 W/R. oz 22.6 Total Weight 3983 Unit Wt, WCF 147.52 WlC Ratio° # 0.42 Fly A~h, % 0 M~m Temp. ~g. ~ump. i~ Air. ~ ent~i~ ° Admixture domige subje~ to adjuitment es needed (ASTM C-94. Note Z) '* Air content per recommendatienl of ASTM C-94.7 (Talkie 3) I~ttimore Ready Mix guarantees the ab(we mix design wfll ecNeve me qXK~ed strength when t~ted and ev~uated In accordance with A~TM C-172, G-31. ~ end C-94 and whe~ the recom~ proeeClures for pls(Nlment end =uHng outlined in ACl :~06 am foUowed. In ~__~c~_ rclan~.e with A~TM G-SM., Latth'~m'e MeterMd~ Co. request~ Il'let copilm of all sUength teab~ be fonmmMcl to our Quality Comml Depmtmem. ~0'~ ~6TST8PLT8 'Olq ']UO I~l 0~:60 £66T-~-Nn£ S6T8~SP~T8 86/26/1997 12:35 972S694644 LATTIMOR~ FRONT PAGE 03 LATTIMORE MATERIALS COMPANY P.O, BOX 556 McKINNlay, T I=X.A.:S (214) 569-.464~ (214)-221-4646 CONTHACTOR: MIX NC),: PROJECT: HCB C~xltractor$ 4;: Fujitsu Project C 2 10.Mar-g?' 3 1'1-M~-97 4 11 -Mar. g7 5 12-Mae-g7' 6 17-Mar4~7 ? 17-Mar-g? 8 184d,~r-97 g 1~-97 10 lg-M~-g7 11 I g-Mar, g7 12 l~lVlapg7 13 1g-Mar-g? 14 15 21-Mar-97 17 25-Mm'-97 18 26*Marog7 lg 27.MW-97 21 31 -IVl~r-~? 22 01~ 24 03~ ~'-07 25 07..,a ~r-97 26 0a~ ~r-g7 27 0g-A 31 14-A 32 15-/ ~r-B7 33 1~ w-97 17-Apr-97 37 21-A1~17 38 21.~4x-g? 39 22-Apt.e7 4O 41 28-A~x-g7 42 45 01-Mw-g7 47 O~-May-g7 4e o?-May~7 Slump Air Tamp 7 Day 'ir Day Av~. 0.~ 6.9 ~ ~ 3~;o 3~ ~,~ 4.5 74 3~0 ~0 ~ ~ ~0 4~5 47~ 170 1,~ 5.~ 30 70 ~10 ~ 37~ S1~ ~t0 S170 51~ ~ 1.~ 4,~ 61 6S ~ ~0 517~ ~ ~ ~10 ~72 ~ 1.~ 4.~ 3.8 ~ 42~ 4110 41~ ~10 ~ 5~ 57~ 1~ 1.~ 5.~ 3,7 ~ 4~ ~ 41~ ~ ~ ~ ~ ~ t.~ 4.~ 4 6 71 ~O 4~ 4~ ~0 5770 ~70 ~77 ~ 1.25 5_~ 3.7 ~ ~0 41~ 41~ ~ ~10 ~0 ~ ~ 1.~ 5,~ 43 53 ~ 47~ ~ ~10 61~ ~ ~17 1~ 1.27 5.~ 4.9 ~ 42~ ~ 4~5 5710 5,~ 4.3 ~ 42~ 4140 ~10 ~10 ~ 5915 ~3 1~ 1.40 5.~ 4.3 ~ 4~ ~ 41~ 6.~ 3.4 ~ ~ ~ 4~ ~ 57~ 5110 ~7 1~ 1.~ 4.~ 4.2 78 4~ 41~ ~5 ~ ~ ~5 ~7 170 1.~ 4.~ 4.0 ~ ~ ~ 43~ 57~ ~0 ~ ~ 1~ 1.~ ~.~ 3.4 73 G0 ~0 4~ ~ ~10 ~ ~47 10 lr12 4.~ 4.2 74 3710 ~0 ~ ~ ~ 4030 ~ ~ 1.~ 5.~ 3.4 73 3~ ~ 51~ ~70 ~K G ~ 1.41 5.~ 4.2 71 ~ ~ ~70 ~ ~ ~ ~2~ 1~ 131 4,~ 5 9 ~ ~lO ~30 ~ ~ ~ 5100 ~17 ~ 1.~ 4,~ 35 ~ 37~ ~10 3~ ~ ~ ~ ~0 1~ 1.43 S.~ 4.~ 79 4210 4170 4.~ 3.6 73 4110 ~ ~ 47~ ~ ~1~ ~7 70 1.18 5.~ 5.0 74 ~0 ~ ~ ~ ~70 ~ ~5 ~ ~,~ 4 ~ 4,3 ~ ~ ~ 4~5 ~ ~ ~725 5178 1~ 1-~ 5~ 4.7 ~ 4t~ ~ 41~ ~ S~ ~ ~ ~ 1.~ 4.~ 3.9 79 ~0 ~70 4.~ 3.5 ~ 4~ 4140 ~ ~ ~ 5~20 ~ 1~ I.~ 4.~ 4 0 76 4~ ~ 3.~ 74 4870 4~ 4.~ 3.4 ~ 42~ 4170 5.~ 3. s 77 3~ 3~ 37~ ~70 51~ ~15 ~ 110 1.~ 4,~ 4.0 73 ~ ~0 ~15 5~ ~ ~ ~10 140 1.~ S.~ 4,4 ~ 3~ ~ ~ ~ ~ ~ ~20 ~ ~.37 5 ~ 4O 85 ~ ~ ~70 ~0 ~.~ 36 75 ~ ~ 37~ 4.~ ~ 5~ 5170 4.ffi 4.2 71 31ffi ~ ~ ~ 4~ 41ffi ~ 1~ 1.~ 6.~ 5.1 ~ ~ ~ ~ 4~ ~ 47~5 ~ 1~ ~.23 5~ 45 78 40~0 ~ ~ 51~ ~ ~15 ~5 2~ 1.26 4.~ 4 0 78 4~ 4~ 4210 4~ 38 ~ ~10 ~ 47~ ~I0 4.~ ~ ~ ~ 4.~ 38 ~ 3~ 31~ ~ ~0 ~ 4~5 47~ 110 1.24 4.~ 3.8 76 ~ 3120 S.~ 40 ~ 41~ ~ 41~ 51~ 5210 5170 4~3 ~ 1.~ 5.~ 4.0 ~ 3130 ~10 31~ 41~ 41~ 41~ ~ ~ 131 4.67 4.1 73 ~ 5~1 142 1.31 ~7 57[)+ DEV'. ACI 3t8-S3.1 2 R~QUIREMI~N'¥S: (5.1) f"cr = PC *. £0'd S6TSTSP6T8 'd±] ']~d I~± 0~:60 666T-6~-NR£ ~b/2b/l~97 1~:~5 9725694644 L~TTIHORE FRONT P~iE 04 Hooper Engineering Laboratories, Inc. Construction Materials Testing REPQST OF ANALYSIS OF CONCRETE AGGREGATES CLIENT: Lattimore Materials Co. DATE: 15 May 1997 PROJECT: General Use SAMPLES: Subrmtted co Hgoper Engineering Laboratories, Inc. on 5/15/97 by Lattimora Materials Co. SUPPLIER: Trinity RETAINED ON SIEVE SIZE lq/2" 1' 3/4" 112" 3/8" NO. 4 No. 8 NO. 18 No, 30 NO. 50 No. 100 NATURAL SAND ASTM C33 REQUIREMENTS 0% 0 1 0-S 12 0 - 20 32 15 - 50 48 40 - 75 78 70 - 90 97 90 - 98 FINENESS MOOULUS SPE~FIC GRAVITY HNER THAN NO. 200 SIEVE DRY RODOEOWEIGHT. PCF 2.88 2,30 to 3.10 2.62 1.3% 5.0% Max. 102,3 TECHNICIAN; LS/GKO DISTRIBUTION: (2) Lattimore Materials Co., Curtis Lee (214) 3.~1-6419 Fax (214) 3~1-5148 PO'd G6T8T8P£T8 'Q±] ']~Q I~1 TG:60 £66T-CC-Nn£ S6T8T8P~T8 86/26/1997 12:35 9725694644 L~TTIMORE FRONT PAGE 05 ATC A.~,oc/ate~ Inc. ~&U~d. Tcx~sT~ZZ9 (97~) $$6-2204 PROfECT 1]qSPECTION REPORT P~.OJF, CT: Lat~morg - A~l~p~t~ Testizlg ]0~ No.: 2So02-96-00559.Z5 CLIENT: L~tt~morc ~'m~:z~Ls D~t~. 04/11/97' Remarks: Sampl~ No. :~12 Lattimore I Sieve Analysis Te~t Method (ASTM C-1~6) 1 1/2" I(30. 100 I' 97.6 95-100 1/2" 51,3 25-60 #4 7.s o-10 #s ,,, o..~, o-s lsat. rated Surface Dry Specific Gra~it ' (ASTM Unit We~ht - Dr~ Rodded (dLSTM. C-Zg) Z.68 Z.66 0.81 1050 F&~i~g #~'00 Sieve ATC Rel~r~--~nmt/ve: J, Thompson 0.! Re,~l~:t fully Submitted, Th~ repo~ r~pteaer~t Only tt~ ma~ri~ tc~ted ami m~y or nmy not . ~h~ not be ~,.~ ¢~,~ i~ *ts ~ snd with t~ e~,e~ w?men pemmslau at ATC ~m ~c. S6TSTSP£18 06/26/1997 12:35 972569d6~ LATTIHORE FRONT ~ ® A~r Entraining Admixture P ~GE 06 DESC/W"T/ON umfo~ air buoble sp~ci~ throug~t 4P~JC4 TtO~S S;iAa AEA-15 Oen be used wheneve~ air entrained cx~crate is desired. Ready- Air entra~mng agenta help to prevent · Callng by c~a~ng ~ll~ 0f ~- ~at~l ~Ol~. En~aifl~ air ~ds in harsh e~n~ ~ ~ ~ Workability sncl Placeabili~' Gte also prov~;I by the lubrtca2ing action ot mlc~scopic bubbles in the concrete ~tion r~m~.mll vary clewing an tent re(:luirb~l r~ of4t08pem~t ~ ~l~. ~r ~ ms~ ~at ~y ~ct the ~unt of ( 16 - 65 ~1~ kg) ~ Ce~ TO ~n ~m~nat~ with ~ex adm~tur~, ~r- manually ~ admixture6, c~re must be mix, ~ AEA-q $ t8 supplied Ih 55 gallon hlar) ~r~s eno OuiK ~livg~. ~TO~EAN~Li~ 35'F (~). it frozen, ~aw ~ agate b~re ~lf li~ w~ e~ed fn ~ ~re~se 27~}i~ 1 y~ mln~m~. A$11t CERT/R~A//ON ~N. OR I~own CNLO~ ~ <0.1 C-~'G0 Air Entraining Admixtures 8174818195 JUN-27-1997 09:53 TRI DAL, LTD. 8174818195 P.02 Plastiment Water Reducing and Reterding Adml~rture (Types B & D) ~ C~,94 Ty~e~ Band DandAASHTO ADVANI'A~ ~at;~ eff~s ~ high ~ient remora. tur~ by ~ntr~ting ~e ~ ~ and d~lv~ m~a~ e~ ~ u~ti. 8~r~hs durabih[¥. Combb~tlo~ ~ other ~dmlxtu~: admixtures ih ;he S,'k~ Pl~tfrn~.~ is supplied in 5~ gallon (~8 3~F (-1-C) If frozen. ~aw and ag;~te A~diti0n rates of 2 ~ 4 fl. oz./100 ~b6. (130-2~0 ml/loo kg) cement me rec. omrnenaea fo~ger~-a~ co~'~e~e aDDlica- Measure required qu~ntity manually sand at ~ w~gh ~p~r or inl~ ~e When used in CO~nbination with pense each admixture separa~'ely Skin an(J eye irritant; ~:vO~d contact TI30 use of NIOSH/~HA apDr0v~d resplra- tor, ~'~ty goggles recommended. Avoid breathing Product. contaminated ing be~m re-use. CLaN UP COLO~ CHLORIDE$ ~ ASTM C-41~ Ty~s 8 and D Yell~v/G ~n 1.18 ~ 0.5 <0.~ TOTAL P. 02