Gunner Sub-LR 981008 920;:) King Arthur Drive
DsI!~$, Texss 75247-3610
Phone 214 ~31-4372 F's.x 21z,,,'631-z;$80
CONCRETE COMPRESSION TEST REPORT
Report No.: 60 Job No.: 1598-0018
Project: St. Marin Apadments
Location: Paving - 25' N and 40' W of NW Corner 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
Compressive Strength, PSI: 2900
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM090802
10/06/98
120980
28
4280
4250
Compressive strength complies with specifications.
SM090803
10/06/98
119160
28
4210
Laboratory Numbec
SM090804
Hold
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
TX!
09~09 Transported By: S. Spinks
Air Content 1.5 % Slump 6.5 Inches
Pick-Up Charge: Yes X No
Mix Code: 8204 Ticket No.: 1134487
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 1 of 6
Te~ Mellxx~ ASTM C 31, C 39, C 143, C 173, C 192, (x C 1064
.?~.': .... . . ,..... . ~
'~--'-*~-'*-?*-~ El~if.,~i'irJ:/~.
~2¢.,3 King Adhur Drive
D~!',-' s, Texas 75247-3610
Phone'21-' ~31-4372 F~ 214/631-4550
CONCRETE COMPRESSION TEST REPORT
Report No.: 60 Jcb No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 25' S and 75' W of NW Corner of Building 6
Contractor:
Reported To: EPI - Mark MotHs
Date Cast:
Specification:
Quantity Represented:
Sampled By:.
By Order Of:
09/08/98
3500 psi (~ 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
Compressive Strength, PSI: 2970
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM090806
10/08/98
117250
28
4150
4040
Compressive strength compllies with specifications.
SM090807
10/06/98
111240
28
3930
Laboratory Numben
SM090808
Hold
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: S. Spinks
Air Content 1.0 % Slump 7.0 Inches
Pick-Up Charge: Yes X No
Mix Code: 8204 Ticket No.: 1134571
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, 2 of 6
.c2~,0 King Ar[hur Drive
D~l:a$, Texas 75247-3610
Phc,~e 2!-' 531-4372 F~x 214/631-4350
CONCRETE COMPRESSION TEST REPORT
Report No.: 60 Job No.: 1598-0018
Project: St. Marin Apadments
Location: Paving - 40' N and 75' W of NW Corner 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
Compressive Strength, PSI: 2680
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM090810
10/06/98
118740
28
4200
4100
Compressive strength complies with specifications.
SM090811
10/06/98
113070
28
4O00
Laboratory Number:
SM090812
Hold
7736
Method of Curing: Field
Temperature: Ambient
Time of Sample: 9:00
Source of Concrete: TXl
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: S. Spinks
Air Content 0.9 % Slump 6.0 Inches
Pick-Up Charge: Yes X No
Mix Code: 8204 Ticket No.: 1134735
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 L~ ~ ~'
Page.. 3 of. 6
Te~l Melhods: A~TM C 31, C 39. C 143, C 173, C 192. o~ C 1064
-~.~. ~' . ~' , ,- ·
,%,~,,._ ...... ~ .... . ... . . .., ....... ;. .... ~ :,.~?:'.~.,,,~...:,~
?,
920.3 King A~,hur Drive
Dsl;s$, TexCs 75247-3-310
Fhor, e 2~-' 531-4372 F&x 214/631-4350
CONCRETE COMPRESSION TEST REPORT
Report No.: 60 JobNo.: 1598-0018
Project St. Marin Apartments
Location: Paving - 100' N and 100' W of NW Corner 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
10/340/500 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
Compressive Strength, PSI: 2390
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM090814 SM090815
10/06/98 10/06/98
102440 99450
28 28
3620 3520
357O
Compressive strength complies with specifications.
Laboratory Number.
SM090816
Hold
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 09/09 Transported By:
Mix 95 °F Air Content 0.5 %
Pick-Up Charge:
Mix Code: 8204
Unit Weight
Yield
S. Spinks
Slump 7.5 Inches
Yes X No
Ticket No.: 1134815
PCF
CF/CY
Distribution:
City of Coppell - Oarreth Campbell
EPI - Don Matiock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschait
sign~-d 6 k~
Page.
4. of
6
9200 King Arthur Drive
Dallss, Texas 75247-3610
Phone 214,'631-4372 Fsx 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 60 Job No.: 1598-0018
Project: St. Marin 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 SM090818
Test Date: 09/15/98 10/06198
Maximum Load, LBS: 59830 100860
Age When Tested, Days: 7 28
Compressive Strength, PSi: 2120 3570
Average Strength, PSI: 3380
Type Break: Conical (U.N.O.)
Remarks:
SM090819
10/06/98
90310
28
31.90
Compressive strength does not comply with specifications.
Laboratory Number.
SM090820
Hold
7738
Method of Curing: Field 1
Temperature: Ambient 87 °F
Time of Sample: 11:30 (AM)/PM
Source of Concrete: TXl
Fine Aggregate:
Coarse Aggregate:
Water:.
Cement:
Fly Ash:
Admixture(s):
Days, Laboratory From 09/09 Transported By:
Mix 95 °F Air Content 0.4 %
Pick-Up Charge:
Mix Code: 8204
Unit Weight
Yield
$. Spinks
Slump 8.0 Inches
Yes X No
Ticket No.: 1134989
PCF
CFICY
Distribution:
City of Coppeil - Garreth Campbell
EPI. Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Page ,
5 of 6
Test Method~: ASTM C 31, C 39, C 143, C 173, C 192, (x C 1064
9200 King Arthur Drive
Dailas, Texas 75247-3610
Phone 214'631-4372 F&x 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 60 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 35' N and 35' W 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
10/520/600 cu. yds.
J. Moreland
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number. SM090821 SM090822 SM090823
Test Date: 09/15/98 10/06/98 10/06/98
Maximum Load, LBS: 53200 76930 80100
Age When Tested, Days: 7 28 28
Compressive Strength, PSI: 1880 2720 2830
Average Strength, PSI: 2780
Type Break: Conical (U.N.O.)
Remarks:
Compressive strength does not comply with specifications.
Laboratory Number.
SM090824
Hold
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):
I Days, Laboratory From
91 °F Mix 98 °F
AMI(PM)
TXI
09109 Transported By: S. Spinks
Air Content 5.5 % Slump 7.5 Inches
Pick-Up Charge: Yes X No
Mix Code: 8204 Ticket No.: 1135618
Unit Weight PCF
Yield CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed ~ k~ ' '
Page 6 of 6
T~t IVle~:~: ASTM C 31, C 39. C 143. C 173. C 192, ~x C 1064