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Gateway BP(2.1)-LR 980512 --T CONCRET_E) CONCRETE MIX DESIGN #940 CLieNT; CADENCE*McSHANE May 12, PROJECT: LUCENT T£CliNOLOGIES LOCATION: COPPELL,~S ~ ~ DESIGN SPEC~CATIONS: "~ ~ PAnG ~V ASH; AS~ C618 C~SS C PLACE~ SL~: l - 4 ~ COARSE A~GA~: ASTM C33 S~Z~ NO.~ WA~R ~DUC :NG ~~: AS~ C494 ~E A) WATE~CE~~OUS ~O: 0.49 ~ ~~S: O~ C~IC V~ WEIG-~S (SSD) VOLU~S CEMeNt: 4~1 LBS 2.2~ ~Y ASH: 113 ~S 0.67 COA~ A~R.~CGA~: 1~41 LBS ~ A~GKE~: 1193 ~S T. ' ' WA~R: 275 ~S 4. ~TU~ A~TM ~: 2.2 O~ i.~.~ ~~ AE'I~ C4~4: 16.9 PLEASE NO~ ASTM ~4 STANB~ ~PE~ICA~ON~ FOR ~Y ~O CONC~ $T/~. '~ AS FOrGeS: ~A.~S ~ 'FES~ CONCRE~ MUST BE ~R~D A~ L~L TO ENSL~ ~ROPER DESIGN O~R ~Y ~ ~ TEC~ ~AI. SE;Z~CES ~AGER REDI-MIX, INC. 1445 MacA~THUR DRIVE, SUITE 136 CARROLLTON, TX ?500? (~7~) ~42-4550 Frequency Distribution Analysis 28 Day Compressive Strength ~Mix= 940 F'c: 3600 psi 05/12/98 · y ~ ........i ......... "- ......... :, ................. : ........1 .. e s ..... : ......... ! ......... ! ............. : ........ ! .... u ~ .................. ~ ............. ~ ......... : " 0 - ?.10~ ~ssive, SUMMARY STATISTICS Minimum = 4960 Maximum = 7795 Average = 6466 Suandard deviation - 697 Median ~ 6500 Interval = 2S0 PREQUENCY DISTRIBUTION Range ...... Cumul Lower Upper Count Percent percent 4750 5000 I 3.70 3.70 5000 5250 I 3.70 7.41 5250 5500 0 0.00 7.41 5500 5750 I 3.70 ]!.!1 5750 6000 4 14.81 L.93 6000 6250 2 7.41 _3.33 6250 6500 4 14.81 43.15 6500 6750 7 25-~ 7~.07 6750 T000 2 7.41 81.48 7000 7250 2 7.41 F ~.':9 P- I rO0~ 3.~YHggK 3:).~3(IV3 I'T~T 6£~' Z£6 IYA C!~:80 (I3~ Frequency Distribution: 28 Day Compressfve Strength - Range ...... Cumul Lower Upper Count Percent P~rcen~ 7250 7500 0 0.00 7500 7750 2 7.41 96.30 7750 8000 I 3.70 ? ..... .00 Seg Sample SamDle --- Num ID Date 1 2534 12/12/96 : 2 2545 12/12/96 .- .? 3 2554 12/12/96 ' 4 2563 12/12/96 5 2574 12/12/96 6 2583 12/12/96 7 46978 12/12/96 8 46983 12/12/96 9 2640 12/13/96 10 32096 12/13/96 11 209696 12/13/96 12 2684 12/16/96 13 2696 12/16/96 14 2713 12/16/96 15 47105 12/16/96 16 2907 12/27/96 17 2918 12/27/96 18 2928 12/27/96 19 2939 12/27/96 20 2948 12/27/96 21 3010 1/ 2/97 22 3019 1/ 2/97 23 3029 1/ 2/97 24 30004 1/ 2/97 ' 25 237 8/15/97 ': 26 249 8/15/97 57 257 8/15/97 P. 2 P. EDI-M!X CONCRETE MIX DESIGN #915 CLIENT: CADENCE- McSHANE April 16, 1998 PROJECT: LUCENT TECHNOLOGIES LOCATION: COPPELL, TEXAS MIX gglS DESIGN SPECIFICATIONS: 4000 PSI]20%/AEA FLY ASH: ASTM C618 CLASS C ,.~.=-=e.. ........~, COARSE AGGREGATE: ASTM C33 S~E NO.57 WATER REDUCING ADMIXTURE: ASTM C494~'YPE D) ~L~G.~.-~2~ --O I WATE~CE~NT~IO US ~TIO: 0.48 LB/LB ~x~ ~ ._. ~,~ ~ -/~ -~ ~._ MATE~LS: ONE CUBIC YA~ WEIGHTS (SSD) VOLUMES CEME~: 434 LBS 2.21 FLY ASH: 10~ LBS 0.61 COARSE AGGREGATE: 1844 LBS I 1.03 F~ AGG~GATE: 1196 LBS 7.29 WA~R: 2~8 LBS 4.13 ADM~TURE ASTM C260: 1.6 OZS ADM~TU~ ASTM C494: 16.1 27.00 CF PLEASE NOTE ASTM C94 ST~A~ SPEC~ICATIONS FOR ~ADY MIXED CONCRETE STATES AS FOLLOWS: "%~N ~ CONC~TE ST~NGTH ~ USED AS A BASIS FOR ACCEPT~CE, T~ ~FA~R S~ BE EN~LED TO COPIES OF TEST ~PORTS.. THE ~DWIDUAL WHO SAN~LES AND TESTS CONC~ MUST BE CERTW~D ACI ~VEL 1." ADDITIONAL WATER ADDED ~ EXCESS OF SPEC~ SLU~ lS AT CUSTOMERS TO ENSU~ PROPER DESIGN O~ER BY M~ TEC~'IC/~ SERVICES ~AGER PH~E: (972} TTO~ 3gVHSOK ~3N3GV3 fTgT 6CZ ~Z6 XVA 9~:gO ~3a g6,'£T/~O I ¢DI-MIX O. NCRETE) CONCRETE MIX DESIGN #960 CLIENT: CADENCE- McSHANE April 16, 1998 PROJECT: LUCENT TECHNOLOGIES LOCATION: COPPELL, TEXAS MIX 0960 DESIGN SPECIFICATIONS: :_4S00 PSI/20%/AEA PAVING CEMENT: ASTM C150 ~E ~ FLY ASH: ASTM C618 C~SS C P~CEMEN~ SLUMP: ~ +1- 1 ~CH COARSE A~REGATE: ASTM C33 SIZE NO.$7 WATER REDUC~G ADM~TURE: AS~ Caga(~PE D) ' ~ A~ ENT~LN~'G ADM~TURE: ASTM C260 {5 * OR. 1~?~:~~ ~ t - ~~_._ WATE~CEME~IOUS ~TIO: 0.48 LB~B ~- - b~TE~LS: ONE CUBIC YA~ WEIGHTS (SSD) VOLUMES CEME~: ~20 LBS L65 FLY ASH: 130 LBS 0.77 COARSE AGGREGATE: 1827 LBS 10.9} F~ AGGREGATE: 1040 LBS WATER: 310 LBS 4.97 ADM~TURE ASTM C260: .25-.50 O~/~' 1.35 ADM~TU~ ASTM C494: 3~ O~ICWT* aT.00 CF ~DOSAGE ~TES MAY VARY TO MEET DESIGN SPECWICATIONS PLEASE NOTE ASTM C94 STEWARD SPEC~ICATION$ FOR READY M~ED CONCRETE STATES AS FO~OWS: "~N ~ CONC~TE ST~NGTH iS USED AS A BASIS FOR ACCEPT~CE, ~N~FACTU~R S~LL BE ENDED TO COP~S OF TEST REPORTS.. THE INDWIDUAL ~O SABLES ~ND TESTS CONC~TE MUST BE CER~D ACI LEVEL L" ADD~IONAL WATER ADDED ~ EXCESS OF SPECkeD SLUMP IS AT CUSTOMERS RIS~ REDI-MIX, Ina. GENERAL OFFIC~I~5 Ma¢Armu~ Drive, Suita 136. ~ttolllon. Texas 75~7 PHONE: (972} F~: (~7~) 323-075~ MIX 960 - W/C CURVE liX)oo -T' 1 [] [] I' i"' '~ I i' '1-- --I 0.3 0.;~, 0.4 0,4~ 0.~ 0.~5 0.5 WIC ~0