The URL can be used to link to this page

Enclaves-LR 950525 MAY 25 '95 13:16 PIONEER CONCRETE P.2/5 Pioneer concrete Of Texas, Inc. 240 Single~on Boulevard Dallas, Texas 75212 CONTRACTOR:Si~e Concrete PROSBCT: Parkway Blvd. MIX SP~CXF~CATIONS: MiX DESIGN 9 9616 S.treng%h:3000 Slump; 4" Max. .. Air: 3-6% W/C Ra=io 6.D5 (Gal/Sack) ~/C R&tio 0.54 (Lb/Lb) :~:~. Temperature: 95 ': --~'~ncrete mus~ be ~ampled per ASTM "~Bt specimens must be made and cured per ASTH C-31. ASTM STANDARDS WEIGHTS Cemen~ ASTM C-150 Type I 470 lbs.! Fly Ash ..... ASTH 'C-618' '~e ............ l~iJ] Coarse Aggre.llate A~TH C-3'~' ............. 57 1" 1980 C.oar.ee Aggregate ASTM C-33 .' 1~ line Ag~=e~ate : ~ 'AST~ C-33 1200 Admixture' -~STM C-494 Type A or D 14.i o~, AdmiXtUre ASTH C-494 TTpe admixture ' AS T~~60 3- ~ater ....... 25:2 Quali~ Control Department Q~ity control Manager P~one: (214) 65~-8020 ~ax: (214) 651-ta10 Please sen~ ~he ~es= re~ul~.~ ,from ~his job to tAe Quality Control Department, MAY ~5 '95 13':17 PIOMEER COMCRETE P.3/5 Cm~l:.r.: ~n C~~ ~ob: ~ Co~a~ion ~ ~.: 4700 5~: 30~ ~g. ~i~: l' ~n~: 470 · ly ~: , C ~, ~ 187$ C ~.z S~ ~vh~: 544 F ~.J 1292 Ave~ S~: 44~ ~..: 18.8 . m, 2.3 ~ 262 BI~ 7 Day 7 D~ Avenge 28 ~y 28 Day Average 3 Con Avg 5.5 2870 2870 ~70 3520 3410 3465 ~ 5 3560 3~ 3S60 4280 4270 4275 :'~ 85 5 3~0 3~ 3~0 44~ 4330 4~0 4040 87 4.76 4090 4090 4090 4960 4900 4925 4527 0~-21-~ 89 4 4460 4460 4460 5280 5460 5370 4892 07-21-~ 89 4.5 4150 4150 4150 5100 5270 5185 5160 07-21-94 ~ 5.75 3370 ~70 3370 ~60 4180 4020 4858. 0~-~ 92 6 3079 ~70 3070 ~0 3820 3830 4~5 ~-~-~ 92 S. 5 3300 ~0 ~0 3~0 ~90 3915 3922 0~-~ ~ 6 3040 ~40 ~0 4090 4110 40~ 3945 08-~-~ ~ 6 3010 3010 3010 ~90 3720 3805 3937 0~30-94 93 4.75 3500 3~0 3500 4370 4430 4400 4098. 08-~-~ 93 S 3260 3260 3260 3950 4110 4030 4078 0~~ 89 6 4170 &170 4170 5060 4950 5005 4478 09-08-94 90 8 3540 3~0 3~0 4370 4290 4330 4455 09-~ ~ 7 40~ ~90 40~ 4950 4850 4900 4745 09-0~94 90 6 4040 4040 4040 4980 49~0 4975 4735 09-08-94 89 5 4500 4500 4500 5480 5280 5~0 5085 09'21-~ ~ 6 4030 40~ 4030 5020 5090 505~ 513~ 09~21-~ 80 5,5 3700 3700 3700 ~30 431o 4370 4935 '09~2~-~ 83 5.25 3740 37~ 3740 4S40 4550 4545 4657 MAY 25 '95 13:17 PIONEER CONCRETE · P.4/5 RiCheSt Concrete Of T~xa~, Inc. 240 Singleton Boulevard Dallas, Texa~ 75212 DATE: O CONTRACTOR: Site Concrete PROJECT: ' Parkway Blvd. MIX SPECIFICATIONS: MIX DESIGN # 9618 Strength: 4000 ;Slump: 4" Max. A~r:~ 3-6% W./C.. Rat£o 5J0.4 (Gal/Sack) .N/C' Ra~io 0;45 (Lb/Lb) ~-x. TemperaCure.: 95 ~s~ specimens m~st be made and cured per ASTM C-31. ASTM STANDARDS WEIGHTS ri?~' aS~ aSTa 'C-618 TyPe 1~ Coarse A~grega~e Coarse Aggregate ~ghtwe ~ ght A~TH 'C- 330 '1~ F~ne' ' Aggregate ......... Admixture ASTM C-494 T~pe ' ...... ' ~,l 'Oual~=y Control'Deparzmenz Q~,lt~ Control ~anager Texas 75212 /'~ArY'"~ ~ePr'~e~ ........ Phone ~ {214} Please send'~he tes~ result~ Eron'~hls jo~'=o ~he Qualit~ Control Department. MAY 25 'gS 13:18 PIONeer CONCRETE P.5/S Plot%ee~ .Concrete. of. Texas, Inc. L~b: Various Contr.: varioue Job: Various · Mix No. ~ 04.64 Strength: 4000 Agg. Size 1" Cemmt;: 564 Fry Aah: e Ace.: 1875 ¢ Ag~.: Scandard Dev'tat~on.. 613 .l~ .&g~.': 1207 Avez'age Strength: 5212 AdB~x.: 22.6 2.8 262 Slump 7 'Day 7 DaY Average 28 Day 28 Day Average 3 Con Av~ 10- 76 3.50 4260 4280 42,80 4830 5190 5010 72 4,25 3890 3890 3890 4640 4400 4520 3090 3960 35:25 4620 4760 4690 4740 77 4.25 3720 3720 3720 4630 4530 4580 4597 76 3.25 4530 4530 45'30 5240 5300 5270 4'847 10---29-~3 72 5. O0 5290 5100 5195 5670 5690 5680 $177 11-01-93 69 4.50 5,1.50 5~70 5510 6760 6640 6700 5.883 11-,05-..93 70 3.50 4070 4070 40.70 4780 4960 48-/0 5750 11,-*03-93 70 4. O0 4410 4410 4410 5400 5620 5510 5**693 12-20-93 53 5. O0 3370 3140 3255 4200 3900 4050 4810 06-10-94 93 3, O0 3980 3980 3980 4950 4860 4905 4822 06-20-94 78 4.25 4350 4350 4350 5610 5550 5580 4845 07-18-94 84 3, 50 3610 3610 3610 4470 4370 4420 4968 10-11-94 74 4.50 4080 4080 4080 5320 5580 5450 5150, 10-12-94 79 4. O0 5040 5040 5040 5660 5720 5690 5187 10-13-94 83 ~. O0 3870 3870 3870 4900 4830 4865 5335 10-14-94 81 4,25 5040 5040 5040 6050 5700 5875 5477.' 11'-29-94 65 5. O0 4080 4080 4080 5180 5420 5300 5347 12-02-94 67 4.50 4900 4900 4900 6030 6370 62,00 5792 01-09-95 65 4. O0 3930 3930 3930 4750 4800 4775 5425 01-12-95 78 4, O0 3960 3960 3960 5070 5080 5075 5350' 01-23-95 63 1.50 4770 4770 4770 5590 5690 5640 5163