Gunner Sub-LR 990305Engineering Co.
9200 King Arthur Drive
· !~allas, Texas 75247-3610
Phone 214/631.,-4372 Fax 214/631-4380.
CONCRETE COMPRESSION TEST REPORT
Report No.: 99 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Sidewalk 5' South x 165' West of South West Comer
of Beltline and Fairway Road
Contractor.
Reported To: Ewing Properties - Mark Morris
Date Cast
Specification:
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
Test Date: 03/01/99
Maximum Load, LBS: 78210
Age When Tested, Days: 7 28
Compressive Strength, PSI: 2770
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Laboratory Number:
SM022202 SM022203 SM022204
03/22/99 03/22/99 HOLD
28 HOLD
Method of Curing:
9183
Field 1 Days, Laboratory From 02/232 Transported BY:' 'Mi-Bo~3ne
Temperature: Ambient 50 °F Mix 61 °F
Time of Sample: 12:50 AM/(PM)
Source of Concrete: TXI ~31
Fine Aggregate:
Coarse Aggregate:
Water:.
Cement:
Fly Ash:
Admixture(s):
Distribution: City of Coppell - Garreth Campbel
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Air Content 4.7 % Slump 5.0 Inches
Pick-Up Charge: Yes X No
Mix Code: 8203 Ticket No.: 1246955
Unit Weight PCF
Yield CF/CY
Sign~-d (~
Page 1 of I
Test Melhods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064