Gunner Sub-LR 980914 (2)[aglaeerJng Ce.
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631472 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 58 Job No.: 1598-0018
Project: St. Matin 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 By:.
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:
SM090102
09/08/98
65110
7
2302
SM090103
09/29/98
28
Laboratory Number:
SM090104
09129/98
28
7661
Method of Curing: Field
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
1 Days, Laboratory From
81 °F Mix 94 °F
AM/PM
TXI 31
09/02 Transported By: L. Savage
Air Content 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
Page
Te~t Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
, I of, 5
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. Marin Apartments
Location: Paving - S, Bound Lane 50' E and 0' N or S of NE Corner
Clubhouse
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
09/01/98
3500 psi ~ 28 days
10/140/440 cu. yds.
Sampled By: S. Spinks
By Order Of:.
(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
SM090107
09/29/98
28
Laboratory Number.
SM090108
09/29198
28
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 Days, Laboratory From
82 °F Mix 93 °F
(AM)/PM
TXI 31
09/02 Transported By: L. Savage
Air Content 4.9 % Slump 5.75 Inches
Pick-Up Charge: Yes X No
Mix Code: 8204 Ticket No.: 113103
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 5
Tesl Melhods: ASTM C 31, C 39. C 143, C 173, C 192, or C 1064
Engineering CB.
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. Marin Apartments
Location: Paving - 10' N and 60' E of SE Comer Clubhouse
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Spec'~ication:
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, PSh 2510
Type Break: Conical (U.N.O.)
Remarks:
SM090110
09/08198
71630
7
2533
SM090111
09/29/98
28
Laboratory Number:
SM090112
09/29/98
28
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):
1 Days, Laboratory From
84 °F Mix 96 °F
(AM)/PM
TXI 31
09/02 Transported By: L. Savage
Air Content 4.1 % Slump 8.5 Inches
Pick-Up Charge: Yes X No
Mix Code: 8204 Ticket No.: 1130251
Unit Weight PCF
Yield CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Page
Test Methods: ASTM C 31. C 39, C 143, C 173, C 192, or C 1064
3 of 5
Engineering Go.
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 - 50' S and 10' E of SE Corner 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 SM090114
Test Date: 09/08/98 09/08/98
Maximum Load, LBS: 85510 87960
Age When Tested, Days: 7 7
Compressive Strength, PSh 3024 3110
Average Strength, PSh 3070
Type Break: Conical (U.N.O.)
Remarks:
SM090115
09/29/98
Laboratory Number:
SM090116
09/29/98
7664
28 28
General Contractor informed of times and concrete temperatures on all loads over 90 min. old.
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
AMi(PM)
TXI 31
09/02 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 CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed
4 of 5
Test Methods: A~TM C 31, C 3g, C 143, C 173, c le2, or c 10~
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 - 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 ~
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.)
Remarks:
SM090118
09/08~98
61450
7
2174
SM090119
09~29/98
Laboratory Number:
SM090120
09/29/98
28 28
Seven day compressive strength test indicate that the 28 day strength will be marginal.
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: L. Savage
Air Content 4.1 % Slump 8.5 Inches
Pick-Up Charge: Yes X No
Mix Code: 8204 Ticket No.: 1131006
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
5 of. 5
Test Melhods: AS'nd C 31, C 39, C 143, C 173, C 192. or C 1064