Gunner Sub-LR 981103 9200 King Arthur Drive
Dallas. Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 66 Job No.:
Project: St. Matin Apartments
Location: Paving - 20' S of SW comer Bldg. 7
Contractor:
Reported To: EPI - Mark Morris
159~0018
Date Cast:
Specification:
Quantity Represented:
Sampled By.
By Order Of:
09/18198
3500psi(~28 days
10/50/400 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM091801
Test Date: 09/25/98
Maximum Load, LBS: 64900
Age When Tested, Days: 7
Compressive Strength, PSi: 2300
Average Strength, PSi: 2260
Type Break: Conical (U.N.O.)
SM091802 SM091803
09/25/98 10/16/98
62870 79270
7 28
2220 2800
2720
Remarks:
Laboratory Number.
SM091804
10/16/98
74580
28
2640
28 day compressive strength does not meet the required specifications.
7799
Method of Curing: Field
Temperature: Ambient
Time of Sample: 5:20
Source of concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
3
74 °F
(AM)/PM
TXI
Days, Laboratory From 09/21 Transported By:
Mix 88 °F Air Content 3.9 %
Pick-Up Charge:
Mix Code: 8203
Unit Weight
Yield
M. Boone
Slump 8.5 Inches
Yes No X
Ticket No.: 1140183
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed (~ ~ ' '
Page. I of
Test Methods: 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.: 66 Job No.: 1598-0018
Project St. Marin Apartments
Location: Paving - 40' W and 45' S of SE comer Bldg. 7
Contractor.
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:.
By Order Off.
09/18/98
3500 psi <~ 28 days
10/110/400 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM091805
Test Date: 09~25/98
Maximum Load, LBS: 55380
Age When Tested, Days: 7
Compressive Strength, PSI: 1960
Average Strength, PSI: 2020
Type Break: Conical (U.N.O.)
SM091806 SM091807
09/25/98 10/16/98
58640 77740
7 28
2070 2750
'2780
Laboratory Number.
SM091808
10/16/98
79470
28~
2810
Remarks: 28 day compressive strength does not meet the required specifications.
7800
Method of Curing: Field
Temperature: Ambient
Time of Sample: 6:45
Soume of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:.
Fly Ash:
Admixture(s):
3 Days, Laboratory From 09/21
74 °F Mix 88 °F Air Content 4.2
(AM)/PM Pick-Up Charge:
TXI Mix Code: 8203
Transported By: M. Boone
% Slump 11.5 Inches
Yes X No
Ticket No.: 1140206
Unit Weight PCF
Yield CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed
Page
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192. C 231 and C 1064
2 of 4
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 66 Job No.: 1598-0018
Project: St. Marin Apartments
Loc~on: Paving - 40' N and 40' E of SE comer Bldg. 19
Contractor:
Reported To: EPI - Mark Morris
Date cast:.
Specification:
QUantity Represented:
Sampled By:
By Order Of:.
09/18198
3500 psi (~ 28 days
101200/350 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM091'809
Test Date: 09~25~98
Maximum Load, LBS: 73260
Age When Tested, Days: 7
Compressive Strength, PSh 2590
Average Strength, PSI: 2570
Type Break: Conical (U.N.O.)
Remarks:
SM091810
09~25/98
71690
7
2540
SM091811
10/16/98
103550
28
366O
'3600
Laboratory Number.
SM091812
10/16/98
99900
28
3530
7801
Method of Curing: Field 3 Days, Laboratory F[om
Temperature: Ambient 80 °F Mix 90 °F
Time of Sample: 9;30 (AM)/PM
Source of Concrete: TXI
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
09/21 Transported By:
Air Content 4.7 %
Pick-Up Charge: Yes
Mix Code: 8203
M. Boone
Slump
No X
Ticket No.:
Unit weight
Yield
6.5 Inches
1140529
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed (~ Page
3 of. 4
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
Emllagerl,I Cl.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 66 Job No.: 1598-0018
Project: St. Madn Apartments
Location: Paving - 50'E and 20' S of SE corner Bldg. 19
Contractor:
Reported To: EPI - Mark Morals
Date cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
09/18/98
3000 psi (~ 28 days
10/310/320 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM091'813
Test Date: 09/25/98
Maximum Load, LBS: 84120
Age When Tested, Days: 7
Compressive Strength, PSi: 2980
Average Strength, PSh 2880
Type Break: Conical (U.N.O.)
Remarks:
SM091814
09/25~98
78270
7
2770
SM091815
10/16/98
106990
28
3780
'3820
Laboratory Numbe~
SM091816
10/16/98
109120
28
3860
7802
Method of Curing: Field
Temperature: Ambient
Time of Sample: 11:30
Source of Concrete: TXI
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
3 Days, Laboratory F~rom
83 °F Mix 90 °F
(AM)/PM
09/21
Air Content 3.8
Pick-Up Charge:
Mix Code: 8203
Transported By:
%
M. Boone
Slump
Yes
Ticket No.:
Unit Weight
Yield
5.5 Inches
No X
1140753
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
^ECC, Inc. - Mark Gottschalt
Signed
Page. 4 of
Test Methods: ASTM C 3t, C 39, C 143, C 173, C 192, or C 1064