Gunner Sub-LR 981007 9200 King Arthur Drive
Dallss, Texas 75247-3610
Phone 214 631-4372 Fa~x 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Repo
(~.r~J~ct St. M~dn Apartment__~s_
I~cation: Paving
Contractor:
Reported To: EPI - Mark Morris
Job No.: 1598-0018
Date Cast:
Specification:
Quantity Represented:
Sampled By:.
By Order Of:
09/21/98
3000 psi ~ 28 days
10/40/500 cu. yds.
M. Boone
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM092101
Test Date: 09/28/98
Maximum Load, LBS: 100610
Age When Tested, Days: 7
Compressive Strength, PSI: 3560
Average Strength, PSI: 3710
Type Brealc Conical (U.N.O.)
Remarks:
SM092102 SM092103
09/28~98 10/19/98
~109220
7 28.
3860
Laboratory Number:
SM092104
10/19/98
28
7828
Method of Curing: Field
Temperature: Ambient
Time of Sample: 8:05
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
1
87 °F
(AM)/PM
TXI
Days, Laboratory From 09122 Transported By: L. Salvage
Mix 90 °F Air Content 1.9 % Slump
Pick-Up Charge: Yes X
Mix Code: 8204 Ticket No.:
Unit Weight
Yield
4.25 Inches
No
1141388
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed ~ %
Page
,1 ,of 5
Te~t Ivbihod~: AETM C 31. C 39. C 143. C 173. C 192, er C 1~64
Engineering Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214,631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 67 Job No.: 1598-0018
Project:. St. Marin Apartments
Location: Paving - NE side of Bldg. 18, 20' S and 15' W of fire plus
Contractor:
Reported To: EPI - Mark MotHs
Date Cast;.
Specification:
Quantity Represented:
Sampled By.
By Order Of:
09/21/98
3000 psi ~ 28 days
10/130/500 cu. yds.
M. Boone
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM092105
Test Date: 09/28198
Maximum Load, LBS: 92350
Age When Tested, Days: 7
Compressive Strength, PSI: 3270
Average Strength, PSI: 3310
Type Break: Conical (U.N.O.)
Remarks:
SM092106
09/28~98
94490
7
3340
SM092107
10/19/98
28
Laboratory Number.
SM092108
10/19~98
28
7829
Method of Curing: Field
Temperature: Ambient
Time of Sample: 10:05
Source of Concrete: TXI
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
I Days, Laboratory From
88 °F Mix 95 °F
(AMyPM
09122
Air Content 1.5
Pick-Up Charge:
Mix Code: 8204
Transported By: L. Salvage
% Slump 5.5 Inches
Yes X No
Ticket No.: 1141574
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
Te.t Me;h,~,~:ASTM C 31, C 3~, C 143, C 173, C 192, or C 1064
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214~631-4372 F~x 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 67 Job No.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 40' E of NW comer of Bldg. 19 Centerline
Contractor.
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
09/21/98
3000 psi (~ 28 days
10/230/500 cu. yds.
M. Boone
Laboratory Number: 7830
Field Number: SM092109
Test Date: 09/28/98
Maximum Load, LBS: 100170
Age When Tested, Days: 7
Compressive Strength, PSI: 3540
Average Strength, PSI: 3690
Type Break: Conical (U.N.O.)
Remarks:
SM092110
09/28/98
108330
7
3830
SM092111
10/19/98
28
SM092112
10/19/98
28
Method of Curing: Field I Days, Laboratory From
Temperature: Ambient 88 °F Mix 95 °F
Time of Sample: 11:15 (AM)/PM
Source of Concrete: TXl
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
09/22
Air Content 1.7
Pick-Up Charge:
Mix Code: 8204
Transported By: L. Salvage
% Slump 4.5 Inches
Yes X No
Ticket No.: 1141683
Unit Weight PCF
Yield CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signe~ ~ '~ "'
Page 3 of 5
Te~ Methods: ASTM C 31, C 39, C 143, C 173, C 192. or C 1064
Enl ineerinli Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 67 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - N side of Bldg. 19, 75' W and 20' N from comer
of Drive Center line with NE corner
Contractor:
Reported To: EPI - Mark Morris
Date Cast: 09/21/98
Specification: 3000 psi ~ 28 days
Quantity Represented: 10/340/500 cu. yds.
Sampled By: M. Boone
By Order Of:
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM092113
Test Date: 09/28/98
Maximum Load, LBS: 84650
Age When Tested, Days: 7
Compressive Strength, PSI: 2990
Average Strength, PSI: 2990
Type Break: Conical (U.N.O.)
Remarks:
SM092114 SM092115
09~8/98 10/19/98
84350
7 28
2980
Laboratory Number.
SM092116
10/19/98
28
7831
Method of Curing: Field
Temperature: Ambient
Time of Sample: 12:30
Source of Concrete: TXI
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
1
9O °F
(AM)/PM
Days, Laboratory From
Mix 95 °F Air Content 2.0
Pick-Up Charge:
Mix Code: 8204
09/22 Transported By: L. Salvage
% Slump 6.0 Inches
Yes X No
Ticket No.: 1141817
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 4 of 5
Test Melhods:ASTM C 31. C 39, C 143, C 173, C 192, or C 1064
Eflgineer(ng Co.
9200 King Arthur Drive
Dallss. Texas 75247-3610
Phone 214631-4372 F~x 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 67 Job No.: 1598-0018
Project: St. Matin Apartments
Location: Paving - SE side of Bldg. 6, 10' E and 50' S from SE Comer
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantfty Represented:
Sampled By:.
By Order Of:
09/21/98
3000 psi ~ 28 days
10/420/500 cu. yds.
M. Boone
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM092117
Test Date: 09/28/98
Maximum Load, LBS: 104160
Age When Tested, Days: 7
Compressive Strength, PSI: 3680
Average Strength, PSI: 3740
Type Break: Conical (U.N.O.)
Remarks:
SM092118 SM092119
09/28/98 10/19/98
107460
7 28
3800
Laboratory Number.
SM092120
10/19~98
28
7832
Method of Curing:
Temperature: Ambient
Time of Sample: 2:30
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
Field 1
93 °F
AMI(PM)
TXI
Days, Laboratory From
Mix 95 °F Air Content 1.9
Pick-Up Charge:
Mix Code: 8204
09/22 Transported By: L. Salvage
% Slump
Yes X
Ticket No.:
Unit Weight
Yield
4.75 Inches
No
1141991
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed - t~ ,,.J '
Page 5 of 5
Te~t MMhods: ASTM C 31, C 38, C 143, C 173, C 192, o~C 1064