Gunner Sub-LR 981201Report No.: 90 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 5'S X 40' W of NW comer of Bldg. 9
Contractor:
Reported To: EPI - Mark Morris
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Date Cast:
Specification:
Quantity Represented:
Sampled By:.
By Order Of;.
10~26~98
3500 psi ~ 28 days
10110/350 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM102601
Test Date: 11/02/98
Maximum Load, LBS: 77530
Age When Tested, Days: 7
Compressive Strength, PSI: 2740
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM102602 SM102603
11/23/98 11/23/98
108610 108300
28 28
3840 3830
3840
Laboratory Number.
SM 102604
Hold
8253
Method of Curing: Field 1 Days, Laboratory From
Temperature: Ambient 63 °F Mix 72. °F
Time of Sample: 4:45 (AM)/PM
Source of Concrete: TXI 41
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
10/27 Transported By:
Air Content 4.9 % Slump
Pick-Up Charge: Yes
Mix Code: 8204
Unit Weight
Yield
L. Savage
6.0 Inches
X No
Ticket No.:
1166576
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 Melhods: ASTM C 31, C 39, C 143, C 173, C t92, or C 1064
[aglaeerlal Ge.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 90 Job No.:
Projec'c St. Marin Apartments
Location: Paving - 2' S X 20' W of NW comer
of Garage on W Face of Pad 9
Contractor:
Reported To: EPI - Mark Morris
1598-0018
Date Cast:
Specification:
Quantity Represented:
Sampled By:.
By Order Of:.
10/26/98
3500 psi (~ 28 days
10/170/330 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number SM102605
Test Date: 11/02/98
Maximum Load, LBS: 86540
Age When Tested, Days: 7
Compressive Strength, PSI: 3060
Average Strength, PSh
Type Breal~ Conical (U.N.O.)
Remarks:
$M102606
11/23/98
111480
28
3940
4150
SM102607
11/23/98
123250
28
4360
Laboratory Number:
SM102608
Hold
8254
Method of Curing: Field
Temperature: Ambient
Time of Sample: 7:30
SoUrce of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
1 Days, Laboratory From
64 °F Mix 71 -°F
(Am)/PM
TXI 43
10/27 Transported By:
Air Content 3.8 % Slump
Pick-Up Charge: Yes No
Mix Code: 8204
Unit Weight
Yield
L. Savage
6.5 Inches
Ticket No.: 1166744
PCF
CFICY
Distribution:
City of Coppell - Garreth Cam pbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed (~ (~
Page.
2 of 4
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
Eqlar. eriq
9200 King A~thur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
coNCRETE COMPRESSION TEST REPORT
Report No.: 90 Job No.:
Project: St. Matin Apartments
Location: Paving - 20' S X 100' E of SW comer
of Pad 13
Contractor:
Reported To: EPI - Mark Morris
1598-0018
Date Cast
Specification:
Quantity Represented:
Sampled By;.
By Order Of:
10/26/98
3500 psi ~;! 28 days
10/280/330 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number SM102609
Test Date: 11/02/98
Maximum Load, LBS: 87760
Age When Tested, Days: 7
Compressive Strength, PSI: 3100
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
SM102610
11/23/98
123630
28
4370
446O
SM102611
11/23/98
128720
28
4550
Laboratory Number.
SM102612
Hold
8255
Method of Curing:' Field 1 Days, Laboratory From
Temperature~. Ambient 73 °F Mix 76 - °F
Time of Sample: 10:45 (Am)/PM
Source of Concrete: TXI 43
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
10/27
Air Content 3.5 %
Pick-Up Charge:
Mix Code: 8204
Unit Weight
Yield
Transported By: L. Savage
Slump 7.0 Inches
Yes No X
Ticket No.: 1167043
PCF
CF/CY
Distribution:
City of Coppell - Garreth Cam pbell
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
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 90 JobNo.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 70' S X 15' E of SW Comer of Pad 13
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled B~.
By Order O~.
10/26~98
3500 psi (~ 28 days
10/320/330 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM102613
Test Date: 11/02/98
Maximum Load, LBS: 72380
Age When Tested, Days: 7
Compressive .Strength, PSI: 2560
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM102614
11/23198
108760
28
3850
3800
SM102615
11/23/98
105690
28
374O
Laboratory Number.
SM102616
Hold
8256
Method of Curing: Field I Days, Laboratory. From
Temperature: Ambient 75 °F Mix 78. °F
Time of Sample: 12:30 Ami(PM)
Source of Concrete: TXI 43
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
10/27
Air Content 3.9 %
Pick-Up Charge:
Mix Code: 8204
Unit Weight
Yield
Transported By: L. Savage
Slump 6.5 Inches
Yes No
Ticket No.: 1167212
PCF
CF/CY
Distribution:
City of Copp'ell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed
(~ ' ,
Page 4 of__
4
Test Methods: ASTM C 31. C 39, C 143, C 173, C 192, or C 1064