Gunner Sub-LR 981119 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.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 5'S X 40' VV of NW comer of Bldg. 9
Contractor:
Reported To: EPI - Mark Morals
Date Cast: 10/26/98
Specification: 3500 psi (~l 28 days
Quantity Represented: 10/10/350 cu. yds.
Sampled By: S. Spinks
By Order Of:
(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 28
Compressive Strength, PSh 2740
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
SM102602
SM102603
28 Hold
Laboratory Number:
SM 102604
8253
Method of Curing:
Temperature: Ambient
Time of Sample: 4:45
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Field I Days, Laboratory From
63 °F Mix 72 .°F
(AM)/PM
TXI 41
10/27
Air Content 4.9 %
Pick-Up Charge:
Mix Code: 8204
Unit Weight
Yield
Transported By: L. Savage
Slump 6.0 Inches
Yes 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
Sign ~ ' '
Page. 1 of 4
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
Jr'j Eqanml ia.
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.:
Project: St. Marin Apartments
Location: Paving - 2' S X 20' VV of NW comer
of Garage on W Face of Pad 9
Contractor:
Reported To: EPI - Mark Morris
1598-0018
Date Cest:
Specification:
Quantity Represented:
Sampled By:
By Order Of;.
10/26198
3500 psi ~ 28 days
10/170/330 cu. yds.
$. 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 28
Compressive Strength, PSI: 3060
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM102606
SM102607
28 Hold
Laboratory Number:
SM102608
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: L. Savage
Air Content 3.8 % Slump 6.5 Inches
Pick-Up Charge: Yes No
Mix Code: 8204 Ticket No.: 1166744
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~
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
if'J Eqlmd,! b.
ReportNo.: 90 JobNo.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 20' S X 10ff E of SW comer - Pad 13
Contractor:
Repo~ted To: EPI - Mark Morfls
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
10/2801330 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 28
Compressive Strength, PSI: 3100
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing:
SM102610 SM102611
Laboratory Number:
SM102612
28 Hold
Field I Days, Laboratory From 10/27
8255
Transported By: L. Savage .......
Temperature: Ambient 73 °F Mix 76' °F
Time of Sample: 10:45 (AM)/PM
Source of Concrete: TXl 43
Fine Aggregate:
Coarse Aggregate:
Water:.
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell ."Garreth' C mpbell"
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Air Content 3.5 % Slump 7.0 Inches
Pick-Up Charge: Yes No
MixCode: 8204 Ticket No.: 1167043
Unit Weight PCF
Yield CFICY
Signed (~ (~ ' '
Page, 3, .... of. 4
T~t Mdlx)d~: AS'TNI C 31, C 39, C 143, C 173, C 192, o~ C 1064
Report No.: 90 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 70' S X 15' E of SW Comer of Pad 13
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:
Speciflcalion:
Quantity Repreeented:
Sampled By:.
By Order Of:
10/26/98
3500 psi (~ 28 days
10/3201330 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 28
Compressive Strength, PSI: ~25~0
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM102614 SM102615
28
Method of Curing: Field 1 Days, Laboratory From 10/27
Laboratory Number. 8256
SM102616
Hold
TransPorted By: L. Savable
Temperature: Ambient 75 °F
Time of Sample: 12:30 Am/(PM)
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
TXl 43
Mix 78' °F
Air content 3.9 % Slump 6.5 Inches
Pick-Up Charge: Yes No
MixCode: 8204 Ticket No.: 1167212
Unit Weight PCF
Yield CFICY
Distribution:
City of Coppell - Garmth Campbell
EPI - Don Matlock (FAX)
MFC Construction -Dtck Dennie
AECC, Inc. - Mark Gottschait
Signed (~ ~ i ,
Page, 4 of__
4
Teat Melhcm~: ASTM C 31, C 3~, C 143, C 173, C 1~2, or C 10~4