Gunner Sub-LR 981021 (2) -c200 King Adhur Ddve
D~;;as, Texas 75247-3610
Phone 2,~ 4 531-4372 F&x 214/63 -4^
CONCRETE COMPRESSION TES~ ~L~ORT
Report No.: 64 Job No.:
Project: St. Marin Apadments
Location: Paving 7' S X 20' E of SW Corner Pad 5
Contractor:
Reported To: EPI - Mark Morris
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
1598-0018
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
09/15/98
3500 psi (~ 28 days
10/40/250 cu. yds.
S. Spinks
Laboratory Number: 7791
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 3
SM091501 SM091502 SM091503 SM091504
09/2~98 09/22/98 10/13/98 10/13/98
80410 81490 105070 103710
7 7 28 28
2840 2880 3720 3670
2860 3700
09/18 Transported By: L. Savage
Days, Laboratory From
Temperature: Ambient
Time of Sample: 7:55
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
78 °F
(AM)/PM
TXI 31
Mix 86 °F
Air Content 4.9
Pick-Up Charge:
Mix Code: 8203
% Slump
Yes
Ticket No.:
Unit Weight
Yield
Distribution: City of Coppell - Garreth Campbell
4.5 Inches
No
1138817
PCF
CF/CY
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed
%-,-'-.
Pa~ge. I of. 3
Test Methods: A~TM C 31, C 39, C 143. C 173, C 192, or C 11364
2200 King Arthur Drive
Da!;as, Texas 75247-3610
Report No.: 64 Job No.:
Project: St. Marin Apadments
Location: Paving - 45' N E of NE corner Bldg. 19
Contractor:
Reported To: EPI - Mark Morris
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
1598-0018
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
09/15/98
3500 psi @ 28 days
10/150/250 cu. Yds.
L, Savage
Laboratory Number: 7792
Field Number: SM091505
Test Date: 09122198
Maximum Load, LBS: 109810
Age When Tested, Days: 7
Compressive Strength, PSI: 3880
Average Strength, PSI: 3900
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing:
SM091506 SM091507 SM091508
09/22/98 10/13/98 10/13/98
100760 119330 118660
7 28 28
3920 4220 4200
4210
Field 3 Days, Laboratory From 09/18 Transported By: L. Savage
Temperature: Ambient
Time of Sample: 10:00
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash;
Admixture(s):
Distribution:
76 °F Mix 94 ' CF Air Content 4.3
(AM)/PM Pick-Up Charge:
TXI Mix Code: 8203
% Slump 7.0 Inches
Yes X No
Ticket No.: 1138960
Unit Weight PCF
Yield CF/CY
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc.. Mark Gottschalt
Signed
Page. 2 of, 3
Tesl Me~hods: ASTM C 31, C 39, C 143, C 173. C 192,{x C 1064
~c2~3 King A~hur Drive
D~'.i~s, Texas 75247-3610
Phone 2'.-' 531-4372 F~x 21~./~.~n
CONCRETE COMPRESSION-TE-~TREPORT
Report No.: 64 Job No.: 1598-0018
Project: St. Matin Apartments
Location: Paving 15' S X 40' E of NE corner Pad 19
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
09115/98
3500 psi (~ 28 days
10/210/250 cu. Yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM091509
Test Date: 09/22/98
Maximum Load, LBS: 62610
Age When Tested, Days: 7
Compressive Strength, PSI: 2210
Average Strength, PSI: 2290
Type Break: Conical (U.N.O.)
Remarks:
SM091510
09/22/98
66730
7
2360
SM091511
10/13/98
102050
28
3610
3590
Laboratory Number:
SM091512
10/13/98
100640
28
3560
7793
Method of Curing: Field
Temperature: Ambient
Time of Sample: N/A
Source of Concrete: TX! 31
Fine Aggregate:
Coarse Aggregate:
Water;
Cement:
Fly Ash:
Admixture(s):
3 Days, Laboratory From
83 °F Mix 89 °F
(AM)/PM
09/18
Air Content 4.7
Pick-Up Charge:
Mix Code: 8203
Transported By:
%
L. Savage
Slump 5.75
Yes No
Ticket No.: 1139239
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
Sig~-ed (~
Page, 3 of 3
Test blethods: ASTM C 31,C 39, C 143, C 173. C 192, et C 1064