Gunner Sub-LR 981112 (2) 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631.4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 92 Job No.: 1598-0018
Project: St. Madn Apartments
Location: Paving - 35' W of NW comer Bldg 13
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:.
By Order Of:.
10/27/98
3500 psi (~ 28 days
10/40/350 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM102701
Test Date: 11/03/98
Maximum Load, LBS: 78760
Age When Tested, Days: 7 28
Compressive Strength, PSI: 2790
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM 102702
11/24/98
SM102703
11/24/98
28
Laboratory Number:
SM 102704
Hold
Hold
8278
Method of Curing: Field
Temperature: Ambient
Time of Sample: 4:45
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly A=h:
Admixture(s):
3
59 °F
(AM)/PM
TXI
Days, Laboratory From
Mix 74 °F
10/30
AirContent 4.1 %
Pick-Up Charge:
Mix Code: 8204
Transported By: R. Mannette
Slump 6.0 Inches
X Yes No
Ticket No.: 1167773
Unit Weight PCF
Yield CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie'
AECC, Inc. - Mark Gottschalt
Sighed 0 6 '
Page 1 of
3
Test Melhods: ASTM C 31, C 39, C 143. C 173, C 192, or C 1064
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 92 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 12' N X 20' E of NW comer Bldg 13
Contractor.
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represent;d:
Sampled By.
By Order Of:.
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
10/27198
3500 psi (~ 28 days
10/1501350 cu. yds.
L. Savage
Laboratory Number: 8279
Field Number: SM102705
Test Date: 11/03/98
Maximum Load, LBS: 81600
Age When Tested, Days: 7
Compressive Strength, PSh · 2890
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM102706 SM102707 SM102708
11/24/98 11/24/98 Hold
28 28 Hold
Method of Curing: Field
Temperature: Ambient
Time of Sample: 6:50
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
3 Days, Laboratory From
59 °F Mix '75 °F
(AM)/PM
TXI
10/30 Transported By: R. Mannette
Air Content 4.3 % Slump 5.5 Inches
Pick-Up Charge: Yes No
Mix Code: 8204 Ticket No.: 1167907
Unit Weight PCF
Yield CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed - (~ .(~ ' '
Page 2 of~
3
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C ~064
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 92 Job No.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 25' W X 20' S of NW comer Bldg 12
Contractor:
Reported To: EPI - Mark Morris
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Date Cast: 10/27/98
Specification: 3500 psi ~i 28 days
Quantity Represented: 10/260/350 cu. yds.
sampled By:. L. Savage
By Order Of:'
Laboratory Number:. 8280
Field Number: SM102709
Test Date: 11/03198
Maximum Load, LBS: 91010
Age When Tested, Days: 7
Compressive Strength, PSI: -3220
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM 102710
11/24198
SM102711
11/24/98
SM102712
Hold
28 28 Hold
Method of Curing: Field 3 Days, Laboratory From 10/30
Transported By:
R. ManneUe
Temperature: Ambient
Time of Sample: 9:20
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
61 °F
(AM)/PM
TXl
Mix 76 °F
Air Content 3.5
Pick-Up Charge:
Mix Code: 8204
4.5 Inches
Slump
Yes No
Ticket No.: 1168135
Unit Weight PCF
Yield CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed
%.%% ,
Page 3 of
3
Test Methods: A~TM C 31, C 39, C 143, C 173, C t92, or C I06'1