Gunner Sub-LR 981112 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 93 Job No.: 1598-0018
Project: St. Madn Apartments
Location: Paving - 20' S of SW corner Bldg # 11
Date Cast:
Specification:
Quantity Represented:
Contractor:
Reported To: EPI - Mark Morris
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Sampled By:
By Order Of:
Laboratory Number:
10/28/98
3500 psi ~ 28 days
10/30/350 cu. yds.
L. Savage
8306
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field I
SM102801 SM102802 SM102803 SM102804
11/04/98 11/25/98 11/25/98 Hold
28 28 Hold
106880
7
3780
Days, Laboratory From
10/29 Transported By: J. Moreland
Temperature: Ambient
Time of Sample: 4:45
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
60 °F
(AM)/PM
TXI
Mix 71 °F
3.9 % Slump 4.5 Inches
Air Content
Pick-Up Charge: Yes X No
Mix Code: 8204 Ticket No.: 1169130
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. 1 of
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 93 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 50' W of SW comer Bldg #11
Contractor.
Reported To: EPI - Mark Morris
Date Cast.
Specir~ation:
Quantity Represented:
Sampled By:.
By Order Of:.
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
10/28/98
3500 psi ~ 28 days
101120/350 cu. yds.
L Savage
Laboratory Number. 8307
Field Number: SM102805
Test Date: 11104198
Maximum Load, LBS: 110170
Age When Tested, Days: 7
Compressive Strength, PSi: 3900
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field I
SM102806 SM102807 $M102808
11/25/98 11125/98 Hold
28 28
Days, Laboratory From 10/29
Transported By: J. Moreland
Temperature: Ambient
Time of Sample: 6:25
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:.
Cement:
Fly Ash:
Admixture(s):
61 °F
(AM)/PM
TXI
Mix 72 °F
Air Content 4.2 % Slump 4.5 Inches
Pick-Up Charge: Yes -No
Mix Code: 8204 Ticket No.:
Unit Weight
Yield
1169221
PCF
CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Sign Pa?e 2
Te~t ~: ASTM C 31, C 39, C 143, C 173, C t92, m'C 1064
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 93 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 60' W X 60' N of SW comer Bldg #11
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
10/28/98
3500 psi ~ 28 days
10/210/350 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM102809
Test Date: 11/04/98
Maximum Load, LBS: 99260
Age When Tested, Days: 7 28
Compressive Strength, PSI: ' 3510
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM102810 SM102811
11/25/98 11/25/98
Laboratory Number:
SM102812
Hold
28 Hold
8308
Method of Curing: Field
Temperature: Ambient
Time of Sample: 8:25
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
62 °F
(AM)/PM
TXI
Days, Laboratory From
Mix 75 °F Air Content
Transported By:
3.4 % Slump
Pick-Up Charge:
Mix Code: 8204
Unit Weight
Yield
5.0 Inches
Yes No
Ticket No.: 1169436
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed (~ p~e
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, orC 1064
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