Gunner Sub-LR 981124 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 91 JobNo.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 45'N X 3' W of NW comer of Pad 9
Contractor.
Date Cast:
Specification:
Quantity Represented:
Sampled By:.
Reported To: EPI - Mark Morris
By Order Of:
10123/98
3500 psi (l~ 28 days
10160/250 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM102301
Test Date: 10/30198
Maximum Load, LBS: 92690
Age When Tested, Days: 7
Compressive Strength, PSI: 3280
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM102302
11/20/98
127280
28
4500
4560
SM102303
11/20/98
130410
28
4610
Laboratory Number
SM102304
Hold
8242
Method of Curing: Field 3
'Temperature: Ambient 41 °F
Time of Sample: N/A AM/PM
Source of Concrete: N/A
'Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
Days, Laboratory From
Mix 69 .°F
10~26
Air Content 4.4 %
Pick-Up Charge:
Mix Code: N/A
Transported By: S. Spinks
Slump 6.0 Inches
Yes No X
Ticket No.: N/A
Unit Weight PCF
Yield CFICY
Distribution:
City of Coppeli- Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
. %. %
Sig ed ' '
Page I of 3
Test Methods: ASTM C 31, C39, C 143. C 173, C 192, o~ C 1064
9200 King Arthur D~ve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 91 JobNo.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 20' North; 7' East of Garage on West face
of Bldg. 9
Contracto~
Date Cast:
Spedfica~on:
Quantity Represented:
Sampled B~.
Reported To: EPI - Mark Morris
By Order Of:
10/23~98
3500 psi (~ 28 days
10/180/250 CU. yds.
$. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number:. SM102305
Test Date: 10/30/98
Maximum Load, LBS: 90630
Age When Tested, Days: 7
Compressive Strength, PSI: 3210
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM102306
11/20/98
117830
28
4170
4210
SM102307
11/20/98
120120
28
4250
Laborato~ Number:
SM102308
Hold
8243
Method of. C. uring: Field
Temperature: Ambient
Time of Sample: N/A
Source of Concrete: N/A
Fine Aggregate:
Coarse Aggregate:
Water:.
Cement:
Fly Ash:
Admixture(s):
3 Days, Lpboratory From 10/26
48 °F Mix 72 .°F Air Content 5.1 %
AM/PM Pick-Up Charge: Yes
Mix Code: N/A
Transported By: S. Spinks
Slump 6.0 Inches
No X
Ticket No.: N/A
Unit Weight
Yield
PCF
CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Page 2 of 3
Test Melhods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064