Gunner Sub-LR 980619 (2) 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 18 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Beltline Rd Right Hand Turn Lane ~ Main Entrance
Architect/Engineer:
Contractor:.
Reported To: EPI - Mark Morris Date: 07/17/98
Date Cast:
Specification:
Quantity Represented:
Sampled B~.
By Order Of:.
Order Number:
06/19/98
3000 psi (~ 28 days
10/10/40 cu. yds.
H. Manuel
(6 x 12 Inch) Nominal Cylinder Size: Area-28=27 SQ. IN.
Field Number: SM061901
Maximum Load, LBS: 70900
Age When Tested, Days: 7
Cdmpressive Strength, PSI: 2510
Average Strength, PSi:
Type Break: Conical (U.N.O.)
Remarks:
Laborato~ Numbe~
SM061902 SM061903 SM061904
76750 80270 78873
28 28 56
2710 2838 2790
2770
Compressive strength does not comply with specifications.
6743
Method of Curing: Field 3
Days, Laboratory From
Temperature: Ambient 88 °F Mix 91 °F
Time of Sample: 9:30 (AM)/PM
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water;.
Cement:
Fly Ash:
Admixture(s):
Site Concrete.__
06/22 Transported By:
Air Content 2.6 %
Pick-Up Charge:
Mix Code: N/A
H. Manuel
Slump 5.0
Yes X No
Ticket No.: N/A
Unit Weight PCF
Yield CF/CY
Inches
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Site Concrete
Signed {~ P~ie
Te~t Melhed~: ASTM C 31, C 3~, C 143, C 173, C 192, C 231 ami C 10~4
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