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Villages of CC P4-LR 950202 05/04/95 10: 42 55?5096 003 09: dc) ,01._NI~M TXC,-MLF i P, 8;~ Texas Department of Tranaportatlon DEq~ITT C. GlqEER aTAri N~31,fV~t ~JXi. · 125 E. February 2, 1995 Mr. Todd Hinton Holnam Texas L.P, Inc. !800 Dove Lane Midlothian, Texas 76065 CI~RTIFICATION OF PORTLAND Dear Mr. I-linton: This lcit~r la in re. sponge to your coral:tony's formal rea, uest, },our letter dstt~! November 1994, for approval of Type 1-P cement at the Midlothian ptant in Midlothian, Texas. The Cement Section of the Materials and Teats Divlaiotl ~ completed test samples taken from the Hoilttm Plant on December 12,. 1994. Our teat results indic, ate this gernent trteets specification, and approves for u,~ on Tcxas Depmlment of TrallaportaliOn prrojects. PI~sM~ find tabulation of test results attached. Continued ncc~tm~c of this ~mtnt is contingent upon satisfactory ciuality a.~ determined by our tests results on }'our Froduct at thc Midloth~n plant. You will dso be respotlsiblc tO ~ubmit to us a [t,onthly mill test t'~:~ort on this cement. Please contac[ Mr. Tommy Ell~red~¢ at (512) 465-7307 if additional information is needed. $in~-mly, Marm~ez, Cra'neat -~nction TRE:mlr Attachment 05704×~5 10:42 ,~IN~M TX~UI.Fi 55?5096 004 TO: MANU~AGTU~ER~ H~ln&ITI TIXiI, L,P. · YPI~L CH£HI~AL & pHySI.~AL coflPOSlT~O~ ~lQ~um Oxide ,8t1~¢o~ DJoxtde A~um~nfum Oxide Sulfur M&~n®m~um Oxtde (sto~) (AlaOz) ($03) (Me0) Loll Of Igntt~on TOtAl Alkel~ee aw (N&zOiq) Inloluble Residue (IR) Sulf&~ Explnwton (C-1038) · Class F A=h Percent 54.94~ 3.10~ 1, t. .14~ 21.T0~ ~hvm~e&l Tmm~m. Blm4flm Wagner (lq©m/gm) Auto&lave Expinmton -.025~ In1&1&1 2 He&. ~ F~nal 3 Hri. 13 M~n. I DAy 2110 3 Day 3540 7 Day Percent, by Volum® 8,20~ · ILO: 8 DATE: 02/23/95 05/04/95 M~r' '0'~-1995 09: 5~ 10:42 ,40LI',IAM TXI~I..!U= r, 55?5096 005 TRU~K NO. CONCRETE CONIPRli~I¥1 STRENQTH~ I *,dl[ DA~ __. IITREI~ITH Iq~QUIRED I),.UMP , , -- ~" AlS OON'TINf liMP, -/~__ AMBIIINT TEMP ...... ~iPI~L~ ............. WilATHEP~ ¢.41NDIfl(~t4 .... '~/~--- - ' ..... 05/04/95 09;51 10:43 55?5096 006 CONCRITE CCIMPRE881VE 8TRENGTH;I TiM! ID:.'~_,..~ . . ~ ~ .. ~M,~ ... ~--. , ~. ~.~ ..... ~ .... ' - ",~ ~- ..A~,I~ ~ T~ ..... ~' · ' ..... t~;"..; -- ~.~ ~, ~ m T~ "~ m~ .... ~ .... ~ ~ .....D. ..... t~ 8~,,, _...~ ~ 05/04/95 ~.~'f-04-1995 0~: 51 December 12, 1994 10:43 JLN;~M T>(GULF i 5595096 009 P. OG Mr. Todd Hinmn P.O. Drawcr 1 lTO Midlo~ian, T~ Deer Mr. Hinton: In acco~ wi~h your requost, 5ou~hwe~em Labo~ baa preheated w~un'/oemem ratio curv~ on Type. H, PC cement for both compre~iv, and flexural concret~ str~ith. Thc cement was f'umished by Holnam, Inc., in conjunctloa with concr~ ~ ob~d from Bridt~'ZpOrt, Tcxaz. Th~ a~re~les am tl~ical lo local (DslI:*_~) su~li~'3. It hu been a pleasure to perform this sexvic~, if you hive say questions concernin$ tt~ report, please contact this office. Sincercly, Southw~tem L~oratorias Tim ae$ok, CIiT. Constr~|on M&tcrials En~inccrinj Division F. King Construction Materials Bn~ineerlng Divtgon ~n¢lolurel 05/04?95 10:4~ ,,OLNAM TxBuLFi Holnam ln¢, W~tar / Carmmt Rad. o Curv~ l:~cemb~ 12, 1994 P~e 2 5595096 008 P. 87 Huntinsdon/$WL H/SWL Client 2450700 H/$W'L Rcpor~ 17268 WATER I C~ RATIO CURVES ~ HPC Hol~m Mix Designs: Th~ mix d~d~ w~m prepan~, in accordanc~ with ACI ~nd smnd~ lnduslz7 l~l~iC~. Prom ~hcsc designs, bo~h ¢omp~siv¢ and flcxulll strength I~t ~im~ns wm'e c~t, cun~i ~d ~ in a~cord~mc, with ASTM m~d~od~. Th~ ~ ~nd fln~ ~r~at~ u~d wm~ fi'ma I locil suppllcr and ori&g-tatcd in Bdd{~port, T~0~a. Thea~ M, Im{~ ~ t)rpk~l for north Te. xa~ concrete production facilitics. No admixtur~ ~ added to the concmm. Ci~ water was usnxl in sa mlx~. In addition, concrete tempetaturea were maintained at 73.4 +/- 3 dcg, rIa for ail mtxe~ and the c. oars~ a~re~at~ was satm'ated surface dry when used. Aggre. b~te Analysis FINE: COARSE: Sieve Perc~t Si~-~ Pcrc~t $iz~ P~nj $iz~ P~ssin~ 315" 100 1-1/2" 100 #,~ 99 1" 9~ ~t8 $4 3/4" 79 #I6 70 112" 4,1 ~ 55 3/8" 17 ~50 17 #4 2 #100 2 #11 1 gl00 0.6 g200 0.8 F,M. 3,27 I"]O~ l,m Inc. Wirer / Camant Ratio Curve{ De~m~r 12, t994 X'USW'L Client 2~50'/00 MIX DESIGNS 05/04×95 10:44 ,~HRH T~R; 55?5096 o10 Hoklam', Wi#er / Cement Ratio Curvea December 12, 19~41, H/awL Glient ~450700 CONCRETE MIX DESIGN SUPPLIER;: Holnam NIA 4,~.~ 8lr~.,kl T).pI HPC, ASTM N/A 1.0' t~ #4 Crushed Stone NON~ MIX NO.: 4.~5 8~ok Cement WEIGHT, i.,bl. SPECIFIC I OU. Yd. GRAVITY ~ 3ds 400 GALLON8 AI~OLtZTE VOLUME I Gu. Y~ Coarse AgO. ;.~9 1875 1 1 Fine Agg. 1401 8.847 WATER I 205 31.1 4.247 Admixture, C4~4 EntrainBd ~r~Ye 0 0,0 0.0 OZ." 0.0 <az." O,OOO 4008 I.b,. 148,E dV ou. ft. o,ee$ 9Q 0.270 Conorete mu~t be a&mpled, Gured and tested in ~rx;ordance wl~ appllrad31e &~I'M/THO Smnclircl& $OUTHW1ESTERN LAIi~01RATORIiI~ Tim 8egole, CET. 05/04/95 10:44 ,.,~N~M 55?5096 011 P, 10 H<~inem, In. December 12, 1994 H/SwL Client 2450?00 M/SwL Report 17~.611 CQNCRi~TE MIX DF_..~II3N SUPPLIER: Holnlm DESIQN 8PE01Ft0ATIONS: Cement Gonmnt: ,Slump: N/A a.0 ~cks 'type HPG, ASTM O--160 N/A 1.0' to ~t4 Cruahed 5tone NONE MIX NO.: $.0 8l~k Cement Coarse AGG. Fine Agg. WATER Admixture, C494 EntreJne<i air ~ EntrIpped ltr ~ QRAVITY 3.15 E.59 WEI(iHT, ~ I Cu. Yd. SaD 470 140g 0,<} Oz.' GLAU.,ONll $t.8 VOLUME I Cu. Ya. 2.391 11.602 8.451 4.E47 O,OOO O.Z70 'Tom ' Or ~e re, iMm~emlMI ii), We Freeh U~lt W.~ht w~ter ~e~nt Fm~ Tem~rlt~l, D~, F 401~ ~ 148.g #/gU. ft. 0.5~4 #1# 6.4, ~ll.t ik. Concrete must be sampled, cured and tested In aogorclance wl~ Koplk~,l~le ASTM/THD 8tanclarcls. 2T,~0Q $OUTHWF-~TEI;ilN UlitOIlyITORll]l, lNG. 05/04/95 MAY-~4-1995 09:55 10:45 , ,~N~FI TX~ULFi 55?5096 012 Water ! Cement December 1R, Ie04 H~wl. GHent ;1460700 HI~wl. Reporl 172~ CONCRETE MIX DESIGN SUPPLIER: Holna~ DESIGN SPECIFICATIONS: Oeilgn 6tr~: Oement Oontent: 8lump: AOgre~lete 8Iz~; Admlxturea: NIA S.~'6 ~l.~kl Type HIIIC, ASTM C~'1 ~0 NiA 1.0' M #4 Cruahad ~une NONE MIX NO.: 6.75 8ack Coarse Agg. Flrte Agg. WATER Aclmixt~¢e, C404 Entrained lit % Entrapped air ~ Total Fresh Uni~ Wight W~ter Cemmm Iqatlo WEK3HT, U~, · PI;CtlFIG I Cu. Yd. GRAVITY G,.qO $.~$ 641 2.80 1876 2.66 1~48 1 ABSOLUTE VOLUME I Cu. Yd. 2.762 11,e0E 1 ~66 31.8 4,~47 0~0 OZ.* 0.000 14t3 W~u. lt. O.4gO ~ gO 0.2.70 Z?.O00 Concrete mum be Mmpled. cured and te~ted In accord~mGe with ipI31k;mble ASTM/THD ~OUTHWE~'~qN I-AB~IqATOPJ~, lNG, Tim Begoie, cET;' M~¥ 05/04/95 10:45 0~ .,~I~M Holnam Inc. Wn~zt' / C~lertt ~ltio Curves Dec~mber 12, 1994 55?5096 H/SWL Client 24~0'/00 H/SWL R~t t726~ 05?04?95 10:45 ,.,~NI=IM T~:~LF; 55?5896 014 Htm~~ / aWL toln~m. Inc. ~wL Client I4~0700 8wL Report CONCRETE MIX YIELD ;I,.IENT; Holnam, lnG. DATE MADE: GIJENT NO.: TEar REPORT; ~17, 1I i~?~ 172~ ~EQ'O SLUMP: 8' Maximum ~e~'o '~MP-, ~,~ .4- 4 ( F %EQ'D AIR, ~ N~E SAND MOIST.: 4.0 ~ C,S. MOIST.: 1.5 e~ IIX NO.: 4..;5 SACK ACTUAL I {~t, llJiG YARD O. OO m4 T~H WE~H~ , ~O ' ;~i~T ~A ~H ~ ~SO '~"&'y. ~IM~T ~PEH~ 400 ~ ' 4~ · 36.0 · 37. i · 37,1 ~ 412 [YASH ~E 0 I 0 · 0.0 · 0.0 t 0,0 · 0 ~DMX Cas4 o.o oz o.o ~ o.o ~ o.o ~" o.o ~t 0 o., , .~ · , ~ ,'l ,,, · [ ,,, · l ....... ~,,, ,,,.~.:.:." ~CTUAL U. W.: ~GTUAI. SLUMP: 4.00 ~C~AL T~MP: I;~AL AIR; WA TER/GIfMENT I~A 770 O. 767 L B ~/L B$ =ER ACl 301.3.9.3.3 3lump must bo vdthln 1' of Maximum, Entrained Air must be within 0.5q~ of Maximum. dike 30yltnder~ (beams) per test age. 05/04/95 10:45 557509G r~nY-o4-~.~55 ~ ~ 54 -lOb'lam, In~ Nata~- / Cement Retie 3ece~ber ~ 3, 1994. HOL.NRM TX(3LJLF i P, 14 HuntmB n/SWL Owl. Client Owl. Flepert CONCRETE MIX YIELD ;LIENT: Holnlm, Ira3. DATE MADE: =RO,JEOT: WAter i Cement RaUo Curvss CLIENT NO.: ~4G0700 17'2e8 SAND MOIST.: 4.0 ~Ye G.I5. MOIST.: 1,l qd~ flX NO.: ~i.O,,~4GK , ACTUAL Y CUBIC YARD O. 0~_ ........................ ~4 T(~H ..W~...II~HT~ r~b NaT ~DMX C4~ ........... o.a ~ *' O~b'"~ o.o ~ 'o.~ ~' o.0 mJ o i~Mx ...... C~ 0.~ ~ ........... .0~.~ oz 0,0 ~ o, 0 ~ ._. 0,0 mi .... '.'0'- ICTUA/,, U, W.: 153.00 PC,=. iC'TUAL ~LUMP: 4.$0" WA TER/C, EMENT RATIO [CTUAL TEMP: ~ F O. $,~. iGTUAL AIR: 1.0 ~ 'ER AOl 301,&9,a,a (c) tlump must be within 1 "' of Maximum, . ;ntralned Air mf, mt be wtth[n 0.5"]~ of Maximum, 4.ke 30yUndem (be.m~) per te~t age. 05/04/95 401nam, Inc. V~ter / Oement R~.tJo Curves )ecember t ~, i g94 10:46 Hi~LNRM TX~I.II ~'i 55?5096 P, 15 Huntingdon/ ~WL Report 1720a CONCRETE MIX YIELD ~LIENT: HOInem, Ino. DATE MADE: )ROJEOT: WAter i Cement Re,lo CUrVli CLIENT NO.; TEST REPORT: October 17, 1 ~4~Q700 1 ?~?0 ;iEQ'D 8LUMP: S" Maximum !;Q'D TEMP; ~a=+l' 4 ( F IEQ'D AIR, ~ NONE 8A~D M~HST,: 4.0 ~ C.5. MOIIT.: 1,6 ~ ~x NO.; I OUBIG YARD O, ~ ~H ~H~ ~DMX C4~ 0.0 'ER ACI ~01.&9.$.3 (c) l~mp mum be w~h~ 1 · of Maximum. · 'mra~ed A~ mu~ be within 0.5~ of Maximum. ~eke ~ CyIindem (beam.) ~ t.t age. MA¥-04-I995 89:55 05/04~95 10:~6 HOLN~M T~UL~: Iloh~tm In¢, Wa:~r / Cement It~tio Curves lkc~mb~z 12, 199~ 55750~6 Huntingflon/~t H/SWI.. R~ort 17268 WATER / CF.~ENT RATIO CURVES 05×04×~5 10:46 55?5096 018 Hun~n/$~ mm 05×04~95 I~Y-~4-1~95 0~J$6 10:47 HOLNAf'I TXGUL~; 55?5096 019 P. 18 Huntingdon / 05/04/95 10:~7 5575096 020 ~¥-04-1 ~4~ Og~ $6 J.~olnim Wirer / Cemmt Ratio Curve~ D~cem.ber 12. HunfinKdon/AR H/3WL Client 245O70O H/$WI. Report 17268 TY, ST RP.,SULTS 05~0~×95 10: 4? 55?5096 MAY~04-19~5 1~9:57 HO~.NAM T×~UL~; Huntingdon CLIEN'n. P. 'i~0 REPORT OF CONCRETE COMPRE881VE 8TR~iGTH IK~ 245070O NO.: 3.7248 ~ ~ ~O/Z7/g~ ACC~: '~odd H:LnCon 3.800 Dobe Lm.w Xidioq~hiau, TX o~' the PROdGGT DATA CL,,,m c~, GOW]qL'TU: xf.x ]lumber 4.25 Se,ok O*TE OP n. ACGE~, 10/'/.7/04 Tndl~ ~ l'/A BY:. (:~]~lrlem la7 ~ 76 UN.' VlUmm-O~ 153. REPORT OF TESTS 4.00 10/20/9~ 3 ~6~X0 23~0 ~.oo xo/2o/o~ 3 e~7~o 2~2o ~.oo to/2o/9~ 3 m6~o z360 4.00 10/24/9~ 7 90760 32X0 ~.oo 10/24/94 7 86920 3Z&O 4,00 ~O/Z~/O4 ? ~6~40 3030 ~.00 ZZ/~/9~ 28 Z23~0 4370 05/04/95 10: 4? 09; 5? r .NP~M T~,~UL~; 55?5096 022 P.21 GUBqTNO," u,,'mop.ufJMcZ: 10/17/~ III'NO, I 4,00 &.O0 Z.2:00~-3: JOpm rremk T~..~2.., 'Asr lobby 'f*oc. lmtefmf Gh~Xoe lay' 8t:i:ct~:~: 1.2:O01:t~ Sr.,opp4d: ~N i. dldl 05/04/95 10:48 55?5096 023 Huntingdon EngiMedng m'fd Solenoe for ~l ~afer Eav~mnm~t REPORT OF CONCRETE GOMPRE881VE STRENGTH S~R¥1GEG; CUENT NO.; 24S0700 RIPCKi' NO,: 3.7288:1 OATi OP IEnv~l: X0/~7/~4 ALr~cdt~'TmN, Todd WLn~on AEPO~T DATEr PROJEC)T DATA AIR ~n L~ ~ II.UMP :L I 4,00 3, 3 4.00 ;L 3 4.00 REPORT OF TESTS COM/'~BSrV'E i~,EI~I'H - 4~ X 12 DATE A~l LOAD I~KINgTH ~/~2/94 s6 x3ozoo ~6oo ~MI flUNTIN~BDON oSQUTHWBSTEflH LABI 05/04×95 10:48 5595096 024 H~LNAM T;KI~iULF; Huntingdon REPORT OF CONCRETE COMPRESSIVE GTRENGTH &Cra~: '~odd, llizn;on 1.SQQ i)q,IM Line H,f. dXot=hian, T'A 76065 17269 t:~TuGe, e~qv~C~XO/X7/g4 XL/X4/g~ mix dosie~L. PROJECT DATA M utMptJ~ ~/A. tY~ 4:h&r2,em Iby TBdl'U~ ('Fi .~: X/A ~ 7i ~ ~ 2.0 Xu- ~ Kix 153.0 REPO~ OF Ti~b~1'$ 9L2&O 3230 83430 2950 90320 22~40 4280 118320 AlgO 1t8730 4200 X6~080 $700 05x04~95 MAY-~4-19~5 ~19~58 MoLmmTem QL]E~rTHO. 2&50?QO 10:48 55?5096 0~5 17269-~ ~. ! X ~ 4. ~)0 1X/14/~4 28 1~21~0 S?3O t~/~4/g& 28 Z~T&6(:i 5S70 05/04/95 10:49 5595096 026 M~Y.-l~4-1995 HOLNF:~ e. 25 Huntingdon F.J~~ and,SdenM REPORT OF CONCRETE COMPRE881VE 8TRENC3TH OUENT: $800 Dobe~ini OLJINT NO,,: 3410100 RLeOKT NO.: 1721~lB ~AT~ o~ mSnv~G~ ,1,o/3,7/94 AUT'HONIT~'nON: Todd liJ. Gt, on NZ~OIIT DATE: 141/1:2/94 o*' ~,he ilL.,lc de.lLgtt, PROJECT DATA TI~ iA~D, AIR ~A~ON 3, I 4,SO 3, 2 4.S0 REPORT OF TESTS GOAUq~IVE 811~N~lZI * I x 1 "* G'flJNl~J~ DATE A~IE kOAD 13/XZ/t4 96 171800 12/i2/94 S6 1?4400 6140 6170 HUNTINGDON ,IOUTHWE61T~N LABS 05/04/95 10:49 H~Ji.I~Ar'I TNOULFi 55?5096 H tingdon Huntia~dofl~ 004d;~mlJ4d~Kn L,ibgfldOrkll REPORT OF OONGRiTi OOMPRI~$$1VE STRBNGTH 2,800 Dobe Z,sr.o IKd3.o~:h,L4~, ~ 7606s C~Je~ NO--. 2450700 RtPO~ NO-. X7270 U4TE C~ MAMM: :LO/X7/04 AUTH0flIZAllON: o£ ch. u~x deitln. :x~ n/A DONCPB'Ti 8J~ 'rn-'~,'b KXx ST~: &000psi ~' 28 DAYS Am~ ~f/A AS~ C-1.38 PROJECT DATA ~N ~.35.2 OYUNOIR ldEAlUPlIO 1.. ~ 5,oo ]. 3 5, O0 1. & 5 ], 6 5.00 Z 7 ~ ,00 GONOPIT~ OMMNIIMYI mlqm~ml~ - t X le OYUNCm~FU) O&l~ t LOAD ~ . ,.JdmmL XO/20/94 3 ~L0~970 1,0/20/94, 3 :LO6 s 70 2.0/20/94 3 ZO:3570 XO/2&/94 7 %3&870 xo/24./04 7 ~L0/24/o4 ? :L3S520 1]./].4/94 o8 3750 3770 36~0 484.0 4980 ~830 S260 05/04?95 10:49 55?5096 028 HOLNAM Ite~ NO. PAGE 2 SErlio. :1,. P. 27 - TeOiXi~iGL~n"'Cime x'eCOL'(bd OU ~;$1~,OEt ri, robe= 1~268. '"' HUN'n~ lABS 05×04~95 10:50 Huntingdon 55?5096 029 P. 28 REPORT OF CONCRETE C)OMPRESISIVE STRENGTH QUINT NO,~ 2450700 o£ t~he mLx dem£gn. PROJECT DATA DATE OF PLAGIMEHI': TMIRATrJR~. AiR OONTI~NT(II~: I_ UNIT LOC~TION C~ PL&~JildI~'4T~ REPORT OF TESTS GONGRIT~ COM~AE~IlVl i~EN~TH - i X MA~M %2/z3/~4 S~ 22/1~/~4 S6 %2/sa/94 se 6400 &440 ' T~hn~bn: C~%t,%.'L em RAy HUNTINGDON e~UTHW~,~TERN 05/04/95 10:50 5595096 030 P. ~g Huntingdon Er~'needr~ and ,Sden~ for a ~tbr ~nvironment REPORT OF GONCRETE FLEXURAL STRENGTH CLIENT: PflI~JC'~T: #LmeeLttralqmm C~nGre~e Tee~Lag RIPORT NO.: 172'/1 OATI ~' SmR~c~ ,I,0/1'7/04 AUTH 01KzA'riON: REPORT DATE: 11,/14/94 the max PROJECT DATA OA~ OF ~AGM~t 10/17/94 TM~TURI ~UGK NO: AIR GONTE~(~): 1.3 UNff LOGA~ON OF Zn,-~ X~ DeeL~nm. M~klUR~D L ~ ~,O0 ~ 3 i 4 S.O0 & ! S,O0 L ~ 5.00 REPORT OF TESTS GONq~LrTZ KI2aJKA~ ~ENGTH - 8 X ~ B~AM~ MA~MUM MO~S M LOAD 10/24/~4' ~ 6~30 510 10/24/94 ? 61?0 ~0/84/g4 7 122Q ~1/14/94 28 qi0O 635 11/L4/~4 28 ?OeO ~/Z4/S4 ao 7S60 100~ LW 05/04/95 10:50 5595096 031 ~Y-~4-1995 10;01 HOLNAM T~OWLF; P.30 Huntingdon and Sdam;g for' ii Safer flEPORT OF CONCRETE FU~CURAL STRENGTH ~UENT~ C:UENT NOu ~4SO']OO REPORT NO.: :L?27g O,TI oF iEqvr~: :lO/LB/14 AUTHORIZATIONI Al~ OATIJ 11/:!.5/94 PROJECT DATA T~~RI (e~. AIR: ~u~ NO~ AIR GO~(~): ~. 2 X X 5.75 & 3 S.75 $ 3 S.75 2 4 5.75 : ! 5.75 X 6 I- 7J REPORT OF TESTS DA~ AGE LDAD ~o/~/t4 ? ag6o z~/$s/94 28 tooo ?30 ~/~S/94 28 e~3o ?00 05/04/95 10:51 10;0; ,NRM TK~ULF; Huntingdon for · ,SAM' En~ronm~nt 55?5096 P.31 REPORT OF CONCRETE FLEXURAL STRENGTH ~100 GUEN~NO.: 24S0700 AUTHON~NI the mL. x deeLgn. PROJEGT DATA DATE OF AJn co~)~ MIASUW :L 3. -q ,OO 3. "J S.OO 3. 3 S .O0 & 4 $ .CIO 3, I · .00 REPORT OF TESTS CONGR&%'E Iq. iXURAL, ITRENG?H - · X II ,~AMII MAXIMUM NUFTURE l't/:L:/94 7 ~$20 600 2.2/2:/04 ? 8040 ~SSS :210'2/04 28 ~/D~/94 38 IJ?O0 73't " 3,3/02/04 28 TOTAL