CF-Justice Center-LR 960424ATEC Associates, Inc.
11356 Mathis Avenue
Dallas, Texas 75229
(214) 556-2204
METRO 263-1681
REPORT OF CONCRETE COMPRESSION TEST
Project: Criminal Justice Center Date Sampled: 04/24/96
Client: City of Coppell Our Report No: 25-02-96-00068.27B
Field Test Data
Location of Pour when Sampled: Paving 40S & 15E Of NW Corner
Contractor Duratex Const. Supplier/Plant: Redi-Mix
Sampled By: A. Rodriquez Delivery Ticket No.: 14050
Time: Batched: 10:30 Sampled: 11:15 Truck Number: 110 Load Size: 9 cu.yds.
Temperature: Air: 58°F Concrete: 69°F Mix ID No.: 722
Slump: 5.25 in. Air Content: 4.8 Rb Water Added on site: 10 gals.
Compressive Strength Test Results
~`YA!~i~7f->bn % iZ"' Teat. Method AS7M G39, ASTM 0-1231 ~,x___,,,__ AS'rM 0-617
Bet
No. LFo~. T7pe
Casing Matt Tesied :Age Daxa Faflurt Load,
lhs. $peclmws Arra
'' (sq. inJ'' Comprdafvt
'$tsm~tt,l!~C
3 0837 lab 05-01 7 80,520 28.27 2,850
3 0838 Lab OS-22 28 93,060 28.27 3,290
3 0839 Lab OS-22 28 98,180 28.27 3,470
3 0840 Lab OS-22 Hold
SPECIFIED STRENGTH 28 3.~
emar s~ _v 1n er tameter = ln. ess noted otherwise.
Respectfully submitted,
This report represents only the materials tested and may or may not be representative of identical or similaz
materials. This report shall not be reproduced except in its entirety and with the express written permission
of ATEC Associates, Inc.
ATEC Associates, Inc.
11356 Mathis Avenue
Dallas, Texas 75229
(214) 556-2204
METRO 263-1681
REPORT OF CONCRETE COMPRESSION TEST
Project: Criminal Justice Center Date Sampled: 04/24/96
Client: City of Coppell Our Report No: 25-02-96-00068.27A
Field Test Data
Location of Pour when Sampled: Paving 150S & l0E Of NW Corner
Contractor Duratex Const. Supplier/Plant: Redi-Mix
Sampled By: A. Rodriquez Delivery Ticket No.: 14018
Time: Batched: 7:35 Sampled: 8:20 Truck Nmnber: 179 Load Size: 9 cu.yds.
Temperature: Air: 57°F Concrete: 68°F Mix ID No.: 722
Slump: 5.5 in. Air Coatent: 4.8 % Water Added on site: 0 gals.
Compressive Strength Test Results
T+Iv~ ~l't- 6" ~ 1,2" : Tqt l~od: ASrM C-~9,. AS11Sd G123I ~,,,,_x ~kSFM 01,17 <
Bet
1!~0. Specimen No. Type
Cu~g Date Tested Age Data FaiLue Lind:
' >bfc. &pedmea Ar*a
?(sq. in.) '' Comptraaive
Strength,`,~I
2 0833 Lab OS-01 7 82,700 28.27 2,930
2 0834 Iab OS-22 28 106,880 28.27 3,780
2 0835 Lab OS-22 28 107,360 28.27 3,800
2 0836 Lab OS-22 Hold
SPECIFIED STRENGTH 28 3.~
emar s. vin er 1ameter = 1n. u ess noted otherwise.
Respectfully submitted,
This report represents only the materials tested and may or may not be representative of identical or similaz
materials. This report shall not be reproduced except in its entirety and with the express written permission
of ATEC Associates, Inc.
y~~,
ATEC Associates, Inc.
11356 Mathis Avenue
Dallas, Texas 75229
(214) 556-2204
METRO 263-1681
REPORT OF CONCRETE COMPRESSION TEST
Project: Criminal Justice Center Date Sampled: 04/24/96
Client: City of Coppell Our Report No: 25-02-96-00068.27
Field Test Data
Location of Pour when Sampled: Paving 20N & SW Of SE Corner
Contractor Duratex Const. Supplier/Plant: Redi-Mix
Sampled By: A. Rodriquez Delivery Ticket No.: 14008
Time: Batched: 6:15 Sampled: 6:50 Truck Number: 191 Load Size: 9 cu.yds.
Temperature: Air: 55°F Concrete: 65°F Mix ID No.: 722
Slump: 5.0 in. Air Content: 5.0% Water Added on site: 0 gals.
Compressive Strength Test Results
~~ e~ 6° x iz^ Test ~ser~oa:.tsrltit cam, ; ,csna ~~3~ ~,x asrnc e-si7 ``.
.vbe-t
-1~. Specimen Ne. Type
CLLL~$ Daft Tested Age I]aya Falhue Inad,
~S. Spe/cimen uea
l~. b1.).., Campredsivt
S°a.i.!.!•I ral
1 0829 Lab OS-01 7 83,340 28.27 2,950
1 0830 Lab OS-22 28 108,160 28.27 3,830
1 0831 Lab OS-22 28 104,000 28.27 3,680
1 0832 Lab OS-22 Hold
SPECIFIED STRENGTH 28 3.~
emar s. v m er tameter = tn. ess noted otherwise.
Respectfully submitted,
~~--
This report represents only the materials tested and may or may not be representative of identical or similar
materials. This report shall not be reproduced except in its entirety and with the express written permission
of ATEC Associates, Inc.