Gunner Sub-LR 980917 (2)Engineering Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 60 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 25' N and 40' W of NW Comer of Building 6
Contractor:
Reported To: EPI - Mark Morris
Date Cast
Specification:
Quantity Represented:
Sampled By:
By Order Of:
09/08/98
3500 psi (~! 28 days
10/80/500 cu. yds.
J. Moreland
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM090801
Test Date: 09/15/98
Maximum Load, LBS: 82050
Age When Tested, Days: 7 28
Compressive Strength, PSI: 2900
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM(190802
10/06/98
SM090803
10/06/98
28 Hold
Laboratory Number.
SM090804
7734
Method of Curing: Field
Temperature: Ambient
Time of Sample: 5:30
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
1 Days, Laboratory From
80 °F Mix 89 °F
(AM)/PM
TXI
09/09 Transported By:
Air Content 1.5 %
Pick-Up Charge:
Mix Code: 8204
Unit Weight
Yield
S. Spinks
Slump 6.5 Inches
Yes X No
Ticket No.: 1134487
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Page
~ of e
Te~ Melhod~: ASTM C 31, C 38, C 143. C 173, C 192, o~. C 1064
Engineering Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 60 JobNo.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 25' S and 75' W of NW Comer of Building 6
Contractor.
Reported To: EPI - Mark Morris
Date Cast
Specification:
Quantity Represented:
Sampled By.
By Order O~.
09/08/98
3500 psi I~ 28 days
10/170/50 cu. yds.
J. Moreland
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM090805
Test Date: 09/15/98
Maximum Load, LBS: 83970
Age When Tested, Days: 7 28
Compressive Strength, PSh 2970
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SMQ.90806
10/06/98
SM090807
10/06/98
28 Hold
Laboratory Number.
SM090808
7735
Method of Curing: Field
Temperature: Ambient
Time of Sample: 7:00
Source of Concrete: TXl
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
1 Days, Laboratory From
83 °F Mix 92 °F
(AM)/PM
09/09 Transported By:
Air Content 1.0 %
Pick-Up Charge:
Mix Code: 8204
S. Spinks
Slump 7.0
Yes X No
Ticket No.: 1134571
Unit Weight
Yield
Inches
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Page 2 of
T~t Idethods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
8
Engineering Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 60 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 40' N and 75' W of NW Comer of Building 6
Contractor:
Reported To: EPI - Mark Morris
Date Cast;
Specification:
Quantity Represented:
Sampled By:
By Order Of:
09/08/98
3500 psi @ 28 days
10/300/500 cu. yds.
J. Moreland
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM090809
Test Date: 09/15/98
Maximum Load, LBS: 75820
Age When Tested, Days: 7 28
Compressive Strength, PSI: 2680
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM090810
10/06/98
SM090811
10/06/98
28 Hold
Laboratory Number:
SM090812
7736
Method of Curing: Field
Temperature: Ambient
Time of Sample: 9:00
Source of Concrete: TXI
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
1 Days, Laboratory From
84 °F Mix 93 °F
(AM)/PM
09/09 Transported By:
Air Content 0.9 %
Pick-Up Charge:
Mix Code: 8204
Unit Weight
Yield
S. Spinks
Slump 6.0 Inches
Yes X No
Ticket No.: 1134735
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc.- Mark Gottschalt
Te~ Method~: ASTM C 31, C 38, C 143, C 173, C 192, ot C 1064
9200 King Arthur Drive
Dallas, Texas 75247-3610
P hone 214.'631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 60 Job No.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 100' N and 100' W of NW Comer of Building 6
Contractor:
Reported To: EPI - Mark Morris
Date Cast
Specification:
Quantity Represented:
Sampled By.
By Order Of;.
09/08198
3500 psi <~ 28 days
10~340~500 cu. yds.
J. Moreland
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM090813
Test Date: 09/15/98
Maximum Load, LBS: 67710
Age When Tested, Days: 7 28
Compressive Strength, PSI: 2390
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM090814
10/06~98
SM090815
10/06/98
28 Hold
Laboratory Number.
SM090816
7737
Method of Curing: Field 1
Temperature: Ambient 86 °F
Time of Sample: 10:00 (AM)/PM
Source of Concrete: TXI
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Days, Laboratory From
Mix 95 °F
09109 Transported By:
Air Content 0.5 %
Pick-Up Charge:
Mix Code: 8204
S. Spinks
Slump 7.5 Inches
Yes X No
Ticket No.: 1134815
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 4 of 6
Test Methods: ASTM C 31,C 39, C 143, C 1730C 192, o~ C 1064
EAgineerlng Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 60 Job No.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 50' N and 10' E of NE Comer of Building 3
Contractor:
Reported To: EPI - Mark Morris
Date Cast;.
Specification:
Quantity Represented:
Sampled By.
By Order Of:
09/08/98
3500 psi ~ 28 days
10/450/600 cu. yds.
J. Moreland
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM090817
Test Date: 09/15/98
Maximum Load, LBS: 59830
Age When Tested, Days: 7 28
Compressive Strength, PSI: 2120
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM09. 0818
10/06~98
SM090819
10~06~98
28 Hold
Laboratory Number.
SM090820
7738
Method of Curing: Field 1
Temperature: Ambient 87 °F
Time of Sample: 11:30 (AM)/PM
Source of Concrete: TXI
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
Days, Laboratory From
Mix 95 °F
09~09 Transported By: S. Spinks
Air Content 0.4 % Slump 8.0 Inches
Pick-Up Charge: Yes X No
Mix Code: 8204 Ticket No.: 1134989
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 5 of 6
Te~t Melhod~: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
9200 King Arthur Drive
DaIlas, Texas 75247-3610
Phone 214.~631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 60 Job No.: 1598-0018
Project St. Matin Apartments
Location: Paving - 35' N and 35' W of NE Corner of Building 3
Contractor:.
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:.
By Order Of:
09~08~98
3500 psi ~ 28 days
10/520/600 cu. yds.
J. Moreland
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM090821
Test Date: 09/15/98
Maximum Load, LBS: 53200
Age When Tested, Days: 7 28
Compressive Strength, PSI: 1880
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM0.90822
10/06/98
SM090823
10/06/98
28 Hold
Laboratory Number.
SM090824
7739
Method of Curing: Field
Temperature: Ambient
Time of Sample: 1:50
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
1 Days, Laboratory From
91 °F Mb( 98 °F
AIVF(PM)
TXI
09/09 Transported By:
Air Content 5.5 %
Pick-Up Charge:
Mix Code: 8204
S. Spinks
Slump 7.5 Inches
Yes X No
Ticket No.: 1135618
Unit Weight
Yield
PCF
CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Page,,
6 of 6
Te~l Melhods: ASTM C31,C 39, C 143, C 173. C 192, or C 1064