CF-Justice Center-LR 960418~3l
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: 04/18/96
Client: City of Coppell Our Report No: 25-02-96-00068.26A
Field Test Data
Location of Pour when Sampled: Paving 80'E & 10'S of NW Comer
Contractor Duratex Const Supplier/Plant: Redi-Mix/
Sampled By: A. Rodriquez Delivery Ticket No.: 13746
Time: Batched: 12:02 Sampled: 12:50 Truck Number: 195 Load Size: 9 cu.yds.
Temperature: Air: 78°F Concrete: 86°F Mix ID No.: 724
Slump: 5.0 in. Air Content: 5 % Water Added on site: 0 gals.
Compressive Strength Test Results
gpecimen Types Cyt_ a^ X i2^ Test Methoac AST1H c~39, AST1H a-iz3t ~x Asrl-f c-~t~
Sete:
No. Specimen PFu. Type
Curieg > Dale Tested : Age Daya Failure Iaad,
IDs.. Specimen Area
(sq. in.l Compressive
Stre>igth, Y5I
2 0785 Lab 0425 7 91,660 28.27 3,240
2 0786 Lab OS-16 28 104,840 28.27 3,710
2 0787 Lab OS-16 28 104,540 28.27 3,700
2 0788 Lab OS-16 Hold
SPECIFIED STRENGTH 28 3.000
emar s~ _v In er Iameter = In. 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.
yogi
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: 04/18/96
Client: City of Coppell Our Report No: 25-02-96-00068.26B
Field Test Data
Location of Pour when Sampled: Paving 30'E & 30'N of SE Corner of Bldg.
Contractor Duratex Const Supplier/Plant: Redi-Mix/
Sampled By: A. Rodriquez Delivery Ticket No.: 13778
Time: Batched: 3:10 Sampled: 3:50 Truck Number: 196 Load Size: 9 cu.yds.
Temperature: Air: 85°F Concrete: 86°F Mix ID No.: 724
Slump: 5.0 in. Air Content: 5.3 % Water Added on site: 10 gals.
Compressive Strength Test Results
s~m'ryyx: cpl ba ~ >~^ 'rest Meta: AsTnt; e-a9, A$T'M G1231 ~,x ASTM 0617
Set
PCo. Specimen No. T9Pe
Curktg Date Tested Age Daps. Fathue Load,
113s. Specimen Area
' (sq. in.) Compretssive
Strength;-PST
3 0789 Lab 04-25 7 88,900 28.27 3,140
3 0790 Lab OS-16 28 104,380 28.27 3,690
3 0791 Lab OS-16 28 113,120 28.27 4,000
3 0792 Lab OS-16 Hold
SPECIFIED STRENGTH 28 3.~
emar e• .v to er lameter = Tn. ess noted otherwise.
Respectfully submitted,
~«
This report represents only the materials tested and may or may not be repres tive of identical or similar
materials. This report shall not be reproduced except in i[s entirety and with the express written permission
of ATEC Associates, Inc.
~03/
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: 04/18/96
Client: City of Coppell Our Report No: 25-02-96-00068.26
Field Test Data
Location of Pour when Sampled: Paving 20'S & 20'E of NW Comer
Contractor Duratex Const Supplier/Plant: Redi-Mix/
Sampled By: A. Rodriquez Delivery Ticket No.: 13713
Time: Batched: 9:00 Sampled: 9:40 Truck Number: 170 Load Size: 9 cu.yds.
Temperature: Air: 65°F Concrete: 78°F Mix ID No.: 724
Slump: 5.0 in. Air Content: 5.5 % Water Added on site: 0 gals.
Compressive Strength Test Results
sp«i~, ~ _cpl. ap x iz~~ Test 1Hetbod: AS'rM a-39, ASTl~ a-i~at ~x .4s~rn~ e-si7
get
Nos Specimen Plo. TYPe
Cur~g Date Tested Age Daps Failure Load,..
bs. Specimen Area
(sq. in.) Compressive
&trength P5T
1 0781 Lab 04-25 7 86,340 28.27 3,050
1 0782 Lab OS-16 28 105,320 28.27 3,730
1 0783 Lab OS-16 28 100,860 28.27 3,570
1 0784 Lab OS-16 Hold
SPECIFIED STRENGTH 28 3,000
emar s: _v m er ~ameter = m_ un ess noted otherwise.
Respectfully submitted,
~'~ ~ ~~YL
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.