Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Freeport NIP(2.3)-CS 960509
MAY-09-1996 15:27 P.02 EXPRESS CONCRBTE COMPANY div PIONEER CONCRETE of TEXAS 1101 JAR¥IS RD SAGINAW, TX 76131 (817) 234-8050 MIX ID : 9339 [ ] CONCRETE MIX DESIGN 3000 PSI 05/09/96 CONTRACTOR : LARRY JACKSON CONSTRUCTION CO. PROJECT : COPPELL--QUILL DISTRICT CTS.# 553 SOURCE OF CONCRETE : EXPRESS CONCRETE CONSTRUCTION TYPE : iNLETS PLACEMENT : HAND,PUMP,MACHINE WEIGHTS PER CUBIC YARD ASTM C-150,NO.TEXAS TYPE I CEMENT, LB ASTM C-33,BRAZOS POINT CO~CRETE SAND, LB ASTM C-33,CHICO I"-#4 CR. STONE, LB WATER, LB (GAL-US) TOTAL AIR, % (SATURATED, SURFACE-DRY) YIELD, CU FT 470 2.39 1383 8.37 1840 11.13 235 ( 28.2) 3.77 5.0 +/- 1.5 1.35 ASTM C-494,W.R.GRACE TYPE "A" OR "D", OZ ASTM C-260 W.R.GRACE DAYAIR, OZ-US TOTAL 18.80 2.4 27.00 WATER/CEMENT RATIO, LBS/LB SLUMP, Ir CONCRETE UNIT WEIGHT, PCF 0.50 5.00 145.5 PLEASE ORDER BY MIX NUMBBR 9339-3000 PSI/5.0 SK.ADMIX/AEA PLEA~= ~'.~u *=m~i' RESULTS TO EXPRESS CONCRETE C/O JIM ELLIS PREPARED BY~~ J~C.MGR. 15:27 Page Tabular Results of 9339 ACI 214 SUMMARY Statist~ca~ Strength Summary Average strength based on 30 %ests Overall S~andard Deviation Control is Very ~ood' Overall coefficient of variation Overall within-test coefficient of variation Control is Very Good Chance of strength falling below Chance of ~treng~h falling below Chance of "Average of 3*' below 3000 psi 2500 psi 3000 psi ACI 214 Hinimum Recommended Strength Chance of s~rength less than specified - 500 Chance of "Average of 3" less than specified 4481 psi 428 psi : 9.56 % : 3.29 % : - % : - % : - 3574 psi <= ~ ~n ~00 <= 1 in 100 MRY-89-i996 i5:28 P.04 Tabular Results of 9339 Hoving Avg: 3 Air Con 28 Day 28 Day Date Tmp Tmp Slump Comp Comp Sampled deg F deg F in psi psi 2/23/96 68 72 5.00 3990 - 2/23/96 75 80 2.50 4395 - 2/26/96 71 70 4.75 4385 4257 2/26/96 58 66 5.00 4280 4353 2/26/96 64 72 4.75 4245 4303 2/28/96 35 57 4.75 5210 4578 2/28/96 35 60 5.00 4250 4568 2/28/96 34 65 6.00 4565 4682 2/28/96 35 50 4.75 4875 4570 2/28/96 32 52 4.50 4655 4705 2/28/96 38 51 4.50 5440 4990 2/28/96 41 54 4.50 5310 5135 2/29/96 32 60 3.00 4500 5083 3/ 1/96 58 68 4.00 4190 4667 3/ 1/96 64 72 5.00 3910 4200 3/ 1/96 40 53 5.00 4075 4058 3/ 1/96 48 54 4.75 4005 3997 3/ 1/96 54 55 5.00 4045 4042 3/ 1/96 52 58 4.75 4310 4120 3/ 2/96 38 54 4.75 4310 4222 3/ 2/96 44 55 4.50 4015 4212 3/ 2/96 52 57 4.75 4600 4308 3/ 2/96 56 66 4.50 4400. 4338 3/ 4/96 66 68 4.50 4298 4433 3/ 4/96 70 70 4.50 4415 4371 3/12/96 67 68 4.50 4455 4389 3/13/96 45 74 4.50 5220 4697 3/13/96 50 78 5.00 5140 4938 3/13/96 65 82 4.50 4830' 5063 3/22/96 78 70 4.00 4095 4688 TOTAL P. ~