Gunner Sub-LR 990405Engineering Ce.
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 100
Projec~ St. Matin Apartments
Job No.: 1598-0018
Location: Bike Trail: 50' North of North West Comer
of Building #1
Contractor:
Reported To: Ewing Properties - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By.
By Order Of:
03/05/99
3000 psi (~ 28 days
10/10/40 cu. yds.
M. Boone
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: St Mar 1 SM030501
Test Date: 03/12/99
Maximum Load, LBS: 75610
Age When Tested, Days: 7
Compressive Strength, PSI: 2670
Average Strength, PSI: 2600
Type Break: Conical (U.N.O.)
Remarks:
SM030502
03/12/99
71530
7
2530
SM030503
O4/O2/99
103380
28
3660
3650
Laboratory Number.
SM030504
04/02/99
102510
28
3630
9294
Method of Curing: Field
Temperature: Ambient
Time of Sample: 1:50
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
3
75 °F
AM/(PM)
TXl
Days, Laboratory-From 03~08 Transported By:
Mix 75 °F Air Content 2.5 %
Pick-Up Charge: Yes X
Mix Code: 8203 Ticket No.:
Unit Weight
Yield
J. Moreland
Slump 5.0 Inches
No
1258385
PCF
CF/CY
Distribution: City of Coppell -Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Sign e_d~,O.~ (:~.
Page 1
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064