Loading...
Alford Media-LR 971120GEOTECHNICAL AND I~ I~ O I I ~ ENVIP, ONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Alford Media State Road Coppell, Texas REPORTED TO: Bullard Construction P.O. Box 585 Addison, Texas 75244 ATTN: Mr. Ron Pearson REPORT NO. 8 REG PROJECT NO. 3855 SAMPLE DATE: 11-20-97 TECHNICIAN: R. Estep CONTRACTOR: Bullard Construction Location of Sample i F~ipe crosSing inlet floor south-side 8.5/18 I Design Information I 1 Custom Crete 004060A 3000 Test Results 1 7075 11-27-97 7 170830 6040 7075 11-27-97 7 171030 6050 6050 7075 12-18-97 28 187870 6650 7075 12-18-97 28 188260 6660 6660 Cylinder Data 1 7075 4.25 64 67 N/A 5:00 PM 130872 Distribution: (1) Bullard Construction/ Mr. Ron Pearson (1) Alford Media/Mr. Tom Alford and Mr. Steve Alford (1) Batten Architects/Mr. Mike Batten Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith E. Atkins KEA/ajw 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 ~-I::! I Er-I~ I I-I~"~='l=lll-II:~ G£OTEChNICAL AND J~ J~ r-I I I p ENVlKONPIENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Alford Media State Road Coppell, Texas REPORTED TO: Bullard Construction P.O. Box 585 Addison, Texas 75244 ATTN: Mr. Ron Pearson REPORT NO. 8 REG PROJECT NO. 3855 SAMPLE DATE: 11-20-97 TECHNICIAN: R. Estep CONTRACTOR: Bullard Construction Location of Sample J 1 Pipe crossing inlet floor south-side 8.5/18 J Design Information I 1 Custom Crete 004060A 3000 I Test Results 1 7075 11-27-97 7 170830 6040 7075 11-27-97 7 171030 6050 6050 7075 12-18-97 28 7075 12-18-97 28 Cylinder Data I 1 7075 4.25 64 67 N/A 5:00 PM 130872 Distribution: (1) Bullard Construction/ Mr. Ron Pearson (1) Alford Media/Mr. Tom Alford and Mr. Steve Alford (1) Batten Architects/Mr. Mike Batten Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith E. Atkins KEA/ajw 2424 STUTZ DP,. · SUITE400 · DALLAS, TX75235 · TEL[214] 350 5600 · FAX[214] 350 0019 SENT BY: 0L[VETT! FX 1500 Nov-'Lg-g7 O3:2OP CC! Cuslom.Cmte, Inc. 2624 Joe Fle]~ Rd Dallm, Texas 75.229 972-488-8131 ;11-19-9"/ ; 15:50 Manufacturing $&$ UTTL.!T[EST ~ 214. 304 3570;~ 2/ 2 ~1~ -':~*'.% "';i ~*''''' ':' '"' *' ";' ;"*~"/%":"~' ':' 9722437913 P.O~ CONCRETE MIX DESIGN DESIGN NO, 1080A DATE: 11119/97 Clie;lt: Proj~: Required: ~ummary: S&8 Utilities, Inc. Aifre~ Media Edition 4000 PSI - 28 Days 4 Inch max slump, 5.0 Average Strengths' $acl;s Per Water AddiUve.~: NTCOG Class % +- 1.0% air 7-Day Cubic Yar;I = 3990 59.5 ,, Percent Cou~e Aggregate 40.5 Percent Fine Aggregate $2.00 Gallons / Ya~ 0.475 Air-Master Builders AE-90 ~ 0.53 Water Reducer - Master Buikters Pozz 80 ~ Calcutate~ Unit Weight: (PCF) Measured Unit Weigttl' (PCF) Measured Slump: Measured Air Content: 144.1 144.0 4.0 4.5 28-Day =5117' Lbs / Lbs Oz/$ack 4.20z/Sack Materials: Cement: Flyash: CA Actdffives: TXI Type ! NtA Meridian AGO., grade 3 ~1~S7 Gtffo~ Hill F~Yis Master Butldem AE-90 Master Builders Pozzolil, h ~0 Batch Proportions (one Cubic yam) Midlothlan, Texas Dallas. Texas Fei)ts, Texas ASTM C-260 ASTM C-494 Materials: Absolute Volume Cement Fly Ash Water Air W. Reducer Acr,,~erator 564 O 1820 1~41 3.18oz '25.2 oz oz 59% 41% 32O0 2,8694 .0000 11.0063 7.5027 42716 .0000 .00a0 3891LI~ TOTAL 27.0000 Cu Ft CONFIRMATION TEST Compressive Strengl~ (1~0 7-Day 28-Oay 3950 5260 40O0 6090 40~ 5010 3990 5117