Gunner Sub-LR 980828 (2)Engineering Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 38 Job No.:
Project: St. Matin Apartments
Location: Utility Vault - 60' W of East Entrance
Architect/Engineer:
Contractor:
Reported To: EPI - Mark Morris Date:
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
1598-0018
08/13/98
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:.
Order Number:
08/06/98
3600 psi (~ 28 days
9/9/9 cu. yds.
S. Spinks
Laboratory Number. 7327
Field Number: SM080613
Maximum Load, LBS: 107190
Age When Tested, Days: 7
Compressive Strength, PSh 3790
Average Strength, PSI: 3780
SM080614 SM080615 SM080616
106690
7 28 28
3770
Type Break: Conical (U.N.O.)
Remarks: Compressive strength complies with specifications.
Method of Curing: Field I Days, Laboratory From
08/07 Transported By: S. Spinks
Temperature: Ambient 82 °F Mix 90 °F
Time of Sample: 7:30 (AM)/PM
Source of Concrete: Lattimore
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Air Content 4.5 % Slump
Pick-Up Charge: Yes X
Mix Code: 42 Ticket No.:
Unit Weight
Yield
Distribution: City of Coppell - Ga~e[h Campbell
3.5 Inches
No
7056136
PCF
CF/CY
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Site Concrete
Signed ~/?-?/~JJJ Page
Test Meth.ods: ASTM C 31, C 39. C 143, C 173, C 192, or C 1064
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