Gunner Sub-LR 990323[ngineering Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Report No.: 99
Project St. Marin Apartments
Location: Sidewalk 5' South x 165' West of South West Comer
of BeEline and Fairway Road
Contractor:.
Reported To: Ewing Properties - Mark Morris
CONCRETE COMPRESSION TEST REPORT
Job No.: 1598-0018 DateCast
Specifica~n:
Quantity Represented:
Sampled By.
By Order Of:.
02/22/99
3000 psi ~} 28 days
10/20/30 cu. yds.
R. Mannette
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number. St Mar 1 SM022201 SM022202
Test Date: 03/01/99 03/22/99
Maximum Load, LBS: 78210 102130
Age When Tested, Days: 7 28
Compressive Strength, PSI: 2770 3610
Average Strength, PSI: 3920
Type Break: Conical (U.N.O.)
Remarks:
SM022203
03/22/99
119240
28
4220
Laboratory Number.
SM022204
HOLD
HOLD
9183
Method of Curing: Field
Temperature: Ambient
Time of Sample: 12:50
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cementc
Fly Ash:
Admixture(s):
1 Days, Laboratory From
50 °F Mb~ 61 °F
AM/(PM)
TXI f/31
02/23
Air Content 4.7 %
Pick-Up Charge:
Mix Code: 8203
Transported By: M. Boone
Slump 5.0 Inches
Yes X No
Ticket No.: 1246955
Unit Weight PCF
Yield CFICY
Distribution: City of Coppell - Ga~elh Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Page. 1 of. 1
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064