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Four Seasons 1-LR 910722NATCON, Inc. 2777 Stemmons Frwy. · Suite 353 TO Dallas, Texas 75207 (214) 689-4295 FAX (214) 689-2347 City of Coppell P.O. Box 478 Coppell, TX 75019 ,1¢~ 2 3 19oA,, ,o. ,o. / II..7-22-91 9057 [By: Enaineefin; L I ~Four Seasons 100 S. Royal Lane Coppell, Texas GENTLEMEN: WE ARE SENDING YOU [] Attached ~ Under separate cover via I~ Shop drawings [] Prints [] Plans [] Copy of letter [] Change order [] Samples the following items: [] Specifications COPIES DATE NO. DESCRIPTION 4 Pavement Mix Design I THESE ARE TRANSMITTED as checked below: [] For approval [] For your use [] As requested [] For review and comment [; FOR BIDS DUE [] Approved as submitted ~ Approved as noted [] Returned for corrections 19 [] Resubmit, [] Submit [] Return~ copies for approval copies for distribution corrected prints __ [] PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: J ~ Manager RE'.--;TAURANT ASSOC FA>~:; 214-821-9743 PAGE 0~ CONTRACTOR:Potter Concrete PROJEOT: Four seasons Pioneer Goncret¢ Of T2xas IbC. 3301 Airport Frwy. B.d£ord, Texas 76021 ~17-540-29Z~ DA?E~ O7-1~-9~' ' 5trex~h:~OOO psi Sidew~lka,Pavinl & 81umpi ~" Max. Curbs Air; W/C Ratio 7.O~ (Gal/$ac~) W/C Ra~io 0.6~ (Lb/Lb) Max, Temperature~ 95 Concrete must be ~ampled per ASTM C-~72, Temt specimens mus~ be made aad cured ~200 MATERIALS Cement ASTM STANDARDS AST~ 0-150 Type I Pl"y Ash o.,- .e-Aasrsaa - ' AdIixture ASTH C-618 Type ASTM 0-35 AST~ C-~ AST~ C-330 ASTM AsTH ¢-4~4 Type A o~ U 1875 iii . 'i6. s az, Admixtu~a water quality Control Departme~ 2020 Baird Farm Road Texas 76011 ty Cofltro~ Have,er (817) 265-0789 (817) 860-2071 (817) 265-0780 RESTAURANT HSSOC FAX 214-821-9745 PAGE 04 ........ ~i~' Pioneer Concrete of Texas,Inc. Lab~ Southwestern Contr.: Hensel Phelps Hix No.~ 4200 Strength: 300O Job: AA Hsngar Agg. Size: Cement 420 Fly Ash c ~. 1875 F ~. 1332 At. ix, 16.~ oz, A~ix. AEA. 2. l ~a=~ 262 Date Temp, Slump I0-02-90 76 4. 10-04-90 84 10-05-90 82 10-06-90 84 6 10-08-90 90 4.5 10-10-90 72 3.5 lO-Il-gO 79 10-12~90 7~ 10-13-90 70 2 10-18-90 80 3 I0-16-90 83 10-17-90 90 3 10-18-90 70 4 lO-lg-go 80 10-20-90 6~ 10-22-90 66 5 10-23-90 5~ 3.75 10-24-90 71 4.75 10.-~5-90 68 4 10-26-90 7& 4 10-29-90 76 3 10-30-90 80 4.25 10-31-90 81 3.5 11-01-90 81 4,5 11-02-90 80 $ 11-06-90 67 I1-15-00 80 3.5 It-iS-gO 79 11-13-90 76 4,5 11-14-90 72 11-1~-90 80 3,75 Strength 7 Day 7 Day Average 28 Day 3610 3530 3570 6380 ~5~O 3310 3480 5395 4290 4200 3220 3190 3205 ~920 &ilo 2420 2370 2395 3100 2980 3~10 3~10 3360 ~810 ~680 3350 3510 3~30 4650 4620 3390 3~60 3325 6420 4360 3700 3500 3600 4630 4470 3320 3420 3370 4240 4640 3000 3020 3010 3820 3970 3450 3350 3400 4660 6660 3280 3340 3310 4360 4390 3820 3830 3825 4840 3830 4120 3975 4920 4520 3210 3~50 3180 ~220 ~I80 3790 3790 3790 4630 4590 32&0 3~10 322~ 4060 3490 3380 3~3~ 4130 4070 3850 3960 ~9~0 4850 3500 3370 3680 4~70 3800 3920 3860 4730 ~760 3770 3770 3770 ~610 &690 3i~0 3290 3215 4030. 4030 2940 2840 28~0 3650 3580 4060 3a80 3970 5350 5450 36~0 3520 3365 1560 1650 3990 3990 3990 5170 5010 3770 ~990 3880 l§lO 5180 3700 3660 3680 45],0 4860 34B0 3520 ~500 4410 3780 3910 3845 4960 4840 28 Oey Average 3 Con Av~ 4455 4552 4245 4517 4015 4238 3040 3767 474S 3933 4635 41&0 4300 4590 4550 4525 &4~O 4460 3895 4295 4660 4532 4375 4310 ~865 &633 &720 6653 42OO 4610 4510 ~115 4273 ~885 h365 4530 6510 6745 4720 465O 4642 4O50 4475 36~5 4O98 5350 4332 46O5 4523 509O 5015 ~895 ~863 4695 4893 4545 4712 49OO ~115 RESTAURAIqT AS'BOC 4-8£1-9743 PAGE 02 Pionee£ Goncret¢ Of Texas ~, ~301A~po~ Fray, Suite ~26 Bedford, Texas 76021 017-540-2929 PROdE¢~: Four seasons DATE: 07- 1~--9~' Btre~gch:30OO p~l 5idewalkl,Pavi~g & Slump~ ~" Max. Curbs Air; 3~6~ WIG Re~o 7.04 (Gal/SaC~) W/C Ratio 0,62 (Lb/Lb) Max. Tempe~turel 95 Concrete mueC be ~ampled per AST~ C-172. Test specimens mus~ be made and cured per ASTN C-BI. ~200 MATERIALS Cement ASTM STANDARDS AsT~ ~-150 Type I 420 ASTM C-61B Type ABTM 0-33 # 57 1875 AST~ C-33 L~-'i'~t~ei~ht '- ASTM C-330 ASTM C-33 1332 Admixture ABTN C~33 ASTH c-4g~ Type A or O ASTti C-494 Type .... AS?N C=260 Quality Control Departmen~ 2020 Baird germ Road Texas 76011 ty Contro~ Hana~e~ ~hone~ (817) 265-0789 (817) 860-207I Faxt (817) 265-0780 RESTAURAHT HSSOC FA:x; 214-:--:21-974~ PAGE 04 t~b: Southv~$te~n Contr.: ~el Phelps Hix No.~ 4200 S~ren~th: Job~ AA Hanga~ No, $000 Agg. Size: Oe~ent 420 Fly Ash F Agg. Admix, 16.8 oz. Admix. ASA, 2,1 o~, ~acec 262 standard Deviation: 454 AveraEe $tr~th: 4471 Dat- Temp, Slump 7 Day 7 Day Averase 28 Day I0-02-90 76 4.5 3610 S530 3570 4380 4530 10-04~90 84 5 3310 3480 $395 4290 6200 10-05-90 82 3 3220 3190 3205 3920 4110 10-06-00 84 6 2420 23?0 2395 3100 2980 10-08-90 90 4.5 3310 3q10 3360 4810 4680 10-10-90 72 3.5 3350 3510 3430 4650 4620 10-11-90 79 ~.5 3390 3260 3325 4~20 4360 lO-12-gO 74 &.5 3700 3500 3600 4630 4470 I0~13-90 70 2 3320 3420 3370 4240 6640 10-1~-90 80 3 3000 3020 3010 ~820 3970 10-16-90 83 5 3450 3350 3400 4660 lO-17-gO ~0 3 3280 3340 3310 4360 10-18-g0 70 ~ 3820 3830 3825 4840 ~go lO-Ig-gO 80 &.5 3830 4120 3975 4920 4520 10-20-90 65 4 ~210 3150 3180 4220 4iB0 10-22-90 66 5 3790 3790 3790 4630 4590 10~23-90 58 3.75 3260 3210 3225 ~060 4130 10-24-90 ?1 4.75 3490 ~80 3435 41~0 4100 10--~5-90 68 4 4070 3850 3960 4920 6850 10-26-90 7& 4 3590 3370 3680 4470 4590 10-29-90 76 3 3800 3920 3860 4730 4760 10-30-90 80 4.25 3770 3?70 3770 46~0 4690 10~31-90 81 3.5 3~40 3290 3215 4030, 4030 11-01-90 BI 4.5 29~0 2840 2890 3650 3580 11-02-90 80 3 ~060 3880 3970 ~250 5450 11-06-90 67 4.~ 3610 3520 3565 ~560 4650 11-15-90 80 ~.5 3990 3990 391;~ 5170 5010 11-13-90 79 & 3770 ~990 3880 4610 5180 11-13-90 76 4,5 3700 3660 3680 4530 6860 11-14=90 72 5 3680 3520 3500 4410 4680 11-15-90 80 3,75 3780 3~10 3845 4960 4840 28 Day Average 3 Con Ars 4155 4552 4245 4517 4015 4238 3040 3767 q745 3933 4635 4140 43g0 459O 4550 4525 &4~O 4460 ~895 4295 466O 4332 4375 4310 4865 4633 &720 6653 420O 4595 4610 4510 4095 4302 6115 4273 4885 4365 4530 4510 ~745 ~720 465O 4642 4030 447~ 3615 4098 ~350 4332 46O5 ~23 ~090 ~015 ~895 ~863 4695 4893 69OO 4713 FA>< 214-8~1-974~ PAGE 02 CONTRACTOR:Potter Concrete Co,. Inc, PROJEOT: Four seasons Pioueer Concrete Of Texas ~O1 Airport Frwy. Suite 326 Bedford, Texas 76021 817-540-2929 DATE; O?-17-91 MIX SPECIFICATIONS; s~ren~h;3000 psi Sidewalka,PaviB~ & 81umpt ~" ~ax, Curbs Air; 3-6~ W/C Ratio 7.04 W/C Ratio 0,62 (Lb/Lb) Hax, Temperature: 95 Concrete mue~ be ~mpied pot ASTH C-~72. Te~t specimens must b® mede and cured per ASTH 0-31. HATERIAL$ Cement ASTM STANDARDS ASI~ C-150 Type I ASTH C-618 Type ASTN 0-~3 t ASTM C-33 ~ AST~ C-330 ABT~ G-33 Fi~xe Aggregate Ad~ixtu=e ASTH C-93 AsTH C-494 Type ASTH c-494 TYPe 1875 8 ASTN c-260 Os. Quality ConCrol Departme~c 2020 Baird Farm Road Texaa 76011 (817) 265-O789 (817) 860-2071 ! FaxL (817) 205-0789 RE'.-E;TRURANT 214-821-9743 PAGE 04 Pioneer Concrete oE Con~r.~ ~asel Ph~lpz Job~ AA Hangar 3000 Agg. ~ize: O~men~ 420 Fly Ash Admix, 16.8 oz. Water 262 DaE~ Te~p, Slu~p 10-02-90 76 4.5 10-0~-90 84 I0-05-90 8Z 3 10-06-90 84 6 I0-O8-90 go 4.5 10-10-90 72 3.5 10-11-90 79 ~.5 IO-12-90 74 4.5 10-13-90 70 2 10-1~-90 80 3 I0-16-90 83 10-17-90 90 3 10-18-90 70 4 10-19-90 80 4.5 10-20-90 65 4 10-22~90 66 5 lO~Z3-O0 58 3.75 10-24-90 71 4.75 10,-~-90 68 4 10-26-90 74 4 10-2g-90 76 3 10-30-90 80 4.25 10-31-90 81 11-01-90 81 ~.5 11-02-90 80 11-06-90 67 11-15-90 80 3.5 11-15-90 79 11-13-90 76 4,5 11-14-90 72 11-15-90 80 3,75 ~u~ndard Deviation: Average $tr~Ch: 4471 7 Day 7 Day Average 28 Day 3610 3530 3570 4380 4530 3310 3480 3395 1290 4200 3220 5190 3205 3920 4110 2420 2370 2395 3100 2980 3310 3~10 3360 4810 4680 33~0 ~510 3430 46~0 4620 3390 3260 3325 4420 &360 3700 3500 3600 6630 4470 3320 3420 3370 4240 4640 3000 3020 3010 $~20 3970 3450 33~O 3400 4660 ~660 3280 3340 3310 4360 4390 3820 3830 3~25 4840 3830 4120 3975 4920 4520 ~210 31~0 3180 4220 4180 3790 3790 3790 ~630 4590 3240 3210 3225 ~060 4130 3~90 3380 3~35 4130 ilO0 ~070 3850 ~060 ~920 3500 3370 3480 4470 4590 3800 5920 3860 4730 4760 3770 3770 3770 ~6~0 &690 3140 3290 3215 a030, 4030 29&0 28&0 2890 3650 3580 ~060 3880 3970 5250 54~0 3610 3520 3~65 ~560 4650 3990 3990 3990 5170 5010 3770 3990 3~80 k610 3700 3660 3680 4530 3480 3520 SS00 4410 ~680 3780 3910 3845 4960 4840 28 Day Average 3 Con Av~ 4455 4552 4245 4517 4015 4238 3040 3767 4745 3933 4635 4140 4390 4590 455O 452~ &4~O 4460 3895 4295 4660 4332 4375 4310 4865 4633 *720 6653 420O 4595 461o 4510 ~095 4115 4273 4885 4365 ~530 4510 6745 47~0 4650 464~ 4030 447~ 3615 4098 5350 6332 ~605 4523 5090 5015 ~89~ 1863 ~695 4893 4515 1712 ~gO0 4713 R'.E'F;TALIRANT ASSOC FA:"/.., 214-821-9745 PAGE 02 CONTRACTOR:Pot~er Concrete Co,, PROJECT: Four seemons Pio~ee£ Concrete 3301 Airport Fray, 5ut~e ~26 Bedford, Texas 76021 017-5~0-2929 ...... DA?~ O7-17-9! MIX SPECIFICATIONS; S~ren~Ch:30OO psi ~idewalkl,Paviflg & $1umpi 5" Nax. Curbs Air; 3-6~ N/G ReCto 7.0~ W/C Aatio 0,62 (Lb/Lb) Hax, Tempe~aCure~ 95 Concr-~e muaC be ~pled per ASTH C-172. Test specimens must be made sad cured per ASTN C-31. HATERIAL$ Cement AST~ STAHDARD$ AsT~ C-150 Type T AST~ C-61~ Typ'~ ASTH 0-33 ASTH C-33 Admixtur~ &dmtxcure ~ater 57 Ao~O 1875 qualtLy Control Department ~020 Baird F~rm Road ArltU~toa Texas 76011 ty Oontr~ Haaa~e£ ~hone~ (817) Z65-0789 (817) 860-2071 ! Faxt (817) F..'E!ST~URANT FA~: 214-821-9743 PAGE 04 PiOneer ConcceCe of Texas,Inc. ~b: Southwestern HLx No.~ &200 Strength: Jo~: AA Hanga~ Agg. Size: Oemen~ 420 Fly Ash c A~. ~ A~. 1332 F Agg. Admix, 16.8 oz, Ad~ix. A~A, 2,1 ~ace~ 262 Data Temp, Slump IO-02-90 76 4.5 10-04~90 84 5 10-05-90 82 3 10-06-90 8~ 6 10-O8-90 90 10-10-90 72 ~.5 lO-Il-gO 79 ~.5 10-12-90 74 10-15-~0 70 2 10-1~-90 80 3 i0-16-90 83 10-17-~0 gO 10-18-9O 70 4 10-19-90 80 &.5 10-20-90 65 4 10-22-90 66 $ I0~23-~0 ~ 3.75 10-2~-90 71 10-26-90 I0-29-90 76 3 10-30-90 GO 10-31-90 81 3,~ 11-01-90 81 11-0~-~0 8O 11-06-90 67 4.~ 11-15-90 8O $.5 11-13-90 76 11-14-90 72 11-15-90 80 standard Deviation: 45~ Average StreogCh: 4471 Scr~r~ch strength 7 Day 7 Day Average 28 D~y 3610 3530 3570 4380 6530 3310 3480 3395 4290 4200 3220 3190 3205 3920 &ilo 2420 2~70 2395 3100 2980 3310 3~10 3360 4810 &680 3350 3510 3430 4650 4620 3390 3260 332~ 4420 4360 3700 3500 3600 4630 4470 3320 3420 3370 4240 4640 30OO 3020 3010 3820 3970 3450 33~O 3400 4660' ~660 3280 3340 3310 4360 43~0 3820 3830 3825 48&0 3830 6120 3975 4920 ~2~0 3~$0 3180 42~0 ~1B0 3790 3790 37qO ~630 4~90 32&0 3210 3225 &060 ~130 3~90 33~0 3A35 6130 ~00 4070 38~0 ~960 4920 4850 3590 3370 3480 4470 4590 3800 ~920 3860 4730 ~760 3770 3?70 3770 4610 4690 31A0 3290 3215 4030 4030 29~0 28AO 2890 3650 3580 4060 3880 3970 5250 3610 3520 3565 4560 4650 3990 3990 3990 5170 5010 3770 3990 3880 k610 5leo 3700 3660 3680 ~530 34a0 3520 3500 4~10 &680 3780 3910 3845 4960 4840 28 Day Average 3 Con Av~ 4155 4552 4245 4517 4015 4238 3040 3767 z,74S 3933 4635 4140 4390 4550 4525 &4~ 4460 3895 ~295 46~ 4532 4375 6~10 ~65 ~633 A720 6653 42~ 4595 4610 4510 4~5 4115 4273 4~5 4365 ~530 4745 4650 4642 40~ 447~ 36~5 4~8 5350 4332 ~5 4523 1893 ~712 RESTAUP. AI'-IT ASSOC: FA>~ 2i4-821-~74~ PAGE 02 Piomee~ Concrete O~ Texas ~¢. S~Ol Airport Frw¥. Suite 726 Bed£ord, Texas 7602~ 817-540-2~2~ DATE: O?-l?-~'~ CONTRACTOR:Potter Concrete MIX ~pE¢~P~GATION~ ~idewalke,Pavi~g & Curbs stre~l~gh:3OOO psi Slumpl ~" Max, Air; 3-6~ ~/G Ra~io 7.04 ~/C Ra~io 0.62 (Lb/Lb) Hex, Temperature: 95 Concrete mue~ be ~ampled per ASTM C-172. Teat spec[mens muse be made and cured ~200 HATERXAL$ ~o~ae Aaszesa~e ASTM STANDARDS As?M ¢-6~ ?~'~ ASTM 0-33 AS?H C-33 A$TM C-330 I ~20 C 57 1875 ,,. g' Admixture ASTM C-33 AST~ C-33 AsT~ c-4g~ Type AST~ c-494 TYPe ABTN c-260 quality Control Department 2020 Baird Farm Road Arlington (8t7) 860-2011 ! 133'2 16.8 cz, ~axt (817) 2.1 os. ....... RESTAURAI'.-~T SOC: F~X 214-82~-97a3 PAGE 04 Contr,: ~ensel Phelps Htx No.z &200 Strength: 30OO Job: AA Hangar i~g. Size: Cement 420 Fly Ash G A~g. 1875 c ~, ~ Ass. ¥ Agg, Admix, 16.8 OZ. Admix. A~A, 2,1 ~ace~ 162 Date Temp, Slump 10-02-90 76 4.5 lO-04~gO 84 10-05-go 82 3 10-06-9o 84 6 10-O8-90 90 4.5 lO-lO-g0 72 3.5 10-11-g0 79 ~.5 10-12-90 74 4.5 10~13-90 70 2 10-1~-90 80 3 10-I6-90 B3 10-17-g0 g0 lO-lB-gO 70 4 lO-lg-g0 80 4.5 10-20-90 65 4 10-22-90 66 5 10-23-90 58 3.75 10-24-90 7I 4.75 10-25-90 68 4 10-26-90 74 4 lo-2g-gO 76 3 10-30-90 80 4.25 10-31-90 81 3.5 ll-01-~0 81 11-02-90 80 $ 11-06-90 67 4.5 11-15-90 80 3,5 11-13-90 79 11-13-90 76 4,5 ll=14-gO 72 11-15-90 80 3,75 standard Deviation: 454 Average Strength: 4471 7 Day 7 Day Avera{e 2G Day 3610 3530 3570 4380 1530 3310 3480 3395 ~2gO 4200 3220 3190 3205 3920 4110 2420 2~70 2395 3100 2980 3310 3~10 3360 4810 4680 3350 3510 3~30 ~650 4620 3390 3260 3325 4420 4360 3700 3500 3f~)O 6630 4470 3320 3420 3370 4240 4640 3000 3020 3010 3820 3970 3450 33~0 3400 4660 4660 3280 3340 3310 4360 4390 3820 3830 3825 4840 48g0 3830 4120 3975 4920 4520 3210 3150 3180 4220 4180 3790 3790 3790 ~630 &590 3240 3210 3225 ~)§O 4130 3490 3380 343~ 4130 4100 4070 3850 3960 4920 4850 3590 3370 3480 44~0 3800 ~920 3860 4730 4760 3?70 3?70 37?0 4610 4690 3140 3290 3215 4030 4030 2940 2~40 28~0 3650 3580 ~060 3880 3970 $Z50 54~0 36~0 3520 3~65 1560 4650 3990 3990 3990 5170 5010 3770 ~990 3~80 3700 3660 3680 4530 4860 3480 3520 3500 4~10 ~680 3780 3910 3845 ~960 6840 28 Day Avere~e 3 Con Av~ 4455 4552 4265 6517 4015 4238 3040 3767 4745 3933 463~ ~1~O 4390 4590 4550 4525 4440 6460 3895 4295 4660 4332 4375 4310 4865 4633 4720 4653 420O 4595 4610 4510 4095 4302 4115 4273 4885 4365 k530 45[0 4745 4720 4650 4642 &O~3 447~ 3615 4098 5350 4332 4605 4523 509O 50~5 ~895 ~863 4695 4893 4565 4712 4900 4713