Gunner Sub-LR 981001 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 58 JobNo.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 85' S and 40' E of SE Comer of Mail Room
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled B~.
By Order Of:.
09/01/98
3500 psi (~ 28 days
10/70/440 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM090101
Test Date: 09/08/98
Maximum Load, LBS: 70660
Age When Tested, Days: 7
Compressive Strength, PSI: 2499
Average Strength, PSh 2400
Type Break; Conical (U.N.O.)
Remarks:
Laboratory Number.
SM090102 SM090103 SM090104
09/08/98 09/29/98 09/29/98
65110 100820 98550
7 28 28
2302 3560 3480
3520
Compressive strength complies with specifications.
7661
Method of Curing: Field
Temperature: Ambient
Time of Sample:
Soume of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
1 Days, Laboratory From
81 °F Mix 94 °F Air Content
AM/PM
TXI 31
09/02 Transported By: L. Savage
4.1 % Slump 7.0 Inches
Pick-Up Charge: Yes X No
Mix Code: 8204 Ticket No.: 1130032
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
Te~t Melhod~: ~ C 31, C 3~. C 143, C 173, C 1~2, er C 1OS4
II ' ' I" I TI' ~
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214 631-4372 Faa( 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 58 Job No.: 1598-0018
Project: St. Matin Apartments
Location: Paving - S. Bound Lane 50' E and 0' N or S of NE Comer
Clubhouse
Contractor.
Reported To: EPI - Mark Morris
Date Cas~:
Specification:
Quantity Represented:
Sampled By:.
By Order Of;.
09/01/98
3500 psi (~ 28 days
10/140/440 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM090105
Test Date: 09/08/98
Maximum Load, LBS: 76880
Age When Tested, Days: 7
Compressive Strength, PSI: 2719
Average Strength, PSI: 2660
Type Break: Conical (U.N.O.)
Remarks:
SM090106
09/08/98
73580
7
2602
Compressive strength complies with specifications.
SM090107
09/29/98
110740
28
3920
3860
Laboratory Number.
SM090108
09/29/98
107200
28
3790
7662
Method of Curing: Field
Temperature: Ambient
Time of Sample: 6:45
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
1
82 °F
(AM)/PM
TXI 31
Days, Laboratory From
Mix 93 °F
09/02 Transported By:
Air Content 4.9 %
Pick-Up Charge:
Mix Code: 8204
Unit Weight
Yield
L. Savage
Slump 5.75 Inches
Yes X No
Ticket No.: 113103
PCF
CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed ([ (~
Page
Te~t Melhod~: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
2 of ~
Engineering Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214'631-4372 F~x 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 58 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 10' N and 60' E of SE Comer Clubhouse
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:.
09/01/98
3500 psi (~ 28 days
10/230/440 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM090109
Test Date: 09/08/98
Maximum Load, LBS: 70280
Age When Tested, Days: 7
Compressive Strength, PSh 2485
Average Strength, PSI: 2510
Type Break: Conical (U.N.O.)
Remarks:
Laboratory Number.
SM090110 SM090111 SM090112
09/08/98 09/29/98 09/29/98
71630 103890 104720
7 28 28
2533 3670 37OO
369O
Compressive strength complies with specifications.
7663
Method of Curing: Field
Temperature: Ambient
Time of Sample: 8:40
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water,
Cement:
Fly Ash:
Admixture(s):
(AM)/PM
TXl 31
Days, Laboratory From 09/02 Transported By:
Mix 96 °F Air Content 4.1 %
Pick-Up Charge:
Mix Code: 8204
Unit Weight
Yield
L. Savage
Slump 8.5 Inches
Yes X No
Ticket No.: 1130251
PCF
CFtCY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed (~ (~
Page 3 of ~
Te~t Melho~: ASTM C31, C 39, C 143, C 173, C 192, ¢xC 1064
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631.4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 58 Job No.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 50' S and 10' E of SE Comer Mail Room
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:.
09/01/98
3500 psi @ 28 days
10/360/440 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM090113
Test Date: 09/08/98
Maximum Load, LBS: 85510
Age When Tested, Days: 7
Compressive Strength, PSI: 3024
Average Strength, PSI: 3070
Type Break: Conical (U.N.O.)
Remarks:
Laboratory Number:
SM090114 SM090115 SM090116
09/08/98 09/29/98 09/29/98
87960 123410 127120
7 28 28
3110 4360 4500
4430
Compressive strength complies with specifications.
7664
Method of Curing: Field
Temperature: Ambient
Time of Sample: 1:30
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
I Days, Laboratory From
94 °F Mix 95 °F
AM/(PM)
TXI 31
09102 Transported By: L. Savage
Air Content 4.3 % Slump 5.25 Inches
Pick-Up Charge: Yes X No
Mix Code: 8204 Ticket No.: 1130722
Unit Weight PCF
Yield CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
S ned
Page 4 of
Te~t Method: ASTM C 31, C 3~, C 143, C 173, C 192. er C 1064
Engineering
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 58 JobNo.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 20' N and 80' E of NE Comer of Clubhouse
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order O~.
09/01/98
3500 psi (~ 28 days
10/420/440 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM090117
Test Date: 09/08/98
Maximum Load, LBS: 64500
Age When Tested, Days: 7
Compressive Strength, PSI: 2281
Average Strength, PSI: 2230
Type Break: Conical (U.N.O.)
SM090118 SM090119
09/08/98 09/29/98
61450 91700
7 28
2174 3240
3170
Remarks:
Compressive strength does not meet the required specifications.
Laboratory Number:
SM090120
09/29/98
8732O
28
3O90
7665
Method of Curing: Field
Temperature: Ambient
Time of Sample: 3:00
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
1 Days, Laboratory From
95 °F Mix 102 °F
AM/(PM)
TXI 31
09/02 Transported By:
Air Content 4.1 %
Pick-Up Charge:
Mix Code: 8204
L. Savage
Slump 8.5
Yes X No
Ticket No.: 1131006
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
Signed (~
Page.
T~t Me4hod~: A,,~M C 31, C :~9, C 143, C 173, C 192, o~ C 1064