Gunner Sub-LR 981013 (2)Engineering Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214,631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Rep~ J --~Job No.:
P(r~ject: S L Marin ApartmentS..././
L~,a.t~ Pavi~of SW corner Pad 8
Contractor:
Reported To: EPI - Mark Morris
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
1598-0018
Date Cast: 09/29/98
Specification: 3500 psi (~ 28 days
Quantity Represented: 10/60/400 CU. yds.
Sampled By: Contractor
By Order Of:
Laboratory Number: 7956
Field Number: SM092901
Test Date: 10/06/98
Maximum Load, LBS: 63212
Age When Tested, Days: 7
Compressive Strength, PSI: 2240
Average Strength, PSI:
SM092902
10/27198
28
Type Break: conical (U.N.O.)
Remarks: Cylinders made and information furnished by others.
SM092903
10/27/98
28
SM092904
Hold
Method of Curing: Field
Temperature: Ambient
Time of Sample: 7:30
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
1 Days, Laboratory From
N/A °F Mix N/A °F
(AM)/PM (Approximation)
TXI
09/30
Air Content
Mix Code:
Transported By:
NIA % Slump
Pick-Up Charge:
8204
Unit Weight
Yield
S. Spinks
N/A Inches
Yes X No
Ticket No.: 1147992
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschait
Signed
Page I of 4
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
Engineering Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214./631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 75 Job No.:
Project: St. Marin Apartments
Location: Paving 60' S X 3' W of SE corner Pad 8
Contractor:
Reported To: EPI - Mark Morris
1598-0018
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
09/29/98
3500 psi @ 28 days
10/110/400 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM092905
Test Date: 10/06/98
Maximum Load, LRS: 81280
Age When Tested, Days: 7 28
Compressive Strength, PSI: 2880
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
SM092906 SM092907
I 0/27/98 10/27/98
28 Hold
Laboratory Number:
SM092908
7957
Method of Curing: Field 1
Temperature: Ambient 85 °F
Time of Sample: 8:30 (AM)/PM
Source of Concrete: TXl 31
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Days, Laboratory From 09/30 Transported By:
Mix 87 °F AirContent 3.8 % Slump
Pick-Up Charge: Yes
Mix Code: 8204
S. Spinks
6.0 Inches
X No
Ticket No.: 1148139
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 4
Test Melhods: AsTM C 31, C 39, C 143, C 173, C 192,or c 1064
Enl [neering Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 75 Job No.: 1598-0018
Project: St. Matin Apartments
Location: Paving 10' N X 20' W of NW corner Pad 25
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
09/29/98
3500 psi @ 28 days
10/240/400 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM092909
Test Date: 10/06/98
Maximum Load, LBS: 82090
Age When Tested, Days: 7 28
Compressive Strength, PSI: 2900
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM092910 SM092911
10/27/98 10/27/98
28 Hold
Laboratory Number:
SM092912
7958
Method of Curing: Field
Temperature: Ambient
Time of Sample: 11:30
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
1
89 °F
(AM)/PM
TXI 31
Days, Laboratory From 09/30 Transported By: S. Spinks
Mix 92 °F AirContent 3.9 % Slump 5.0 Inches
Pick-Up Charge: Yes X No
Mix Code: 8204 Ticket No.: 1148367
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 3 of 4
Test Methods: AS'TM 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 F~x 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 75 Job No.:
Project: St. Marin Apartments
Location: Paving 5' N X 40' E of SE corner Pad 20
Contractor:
Reported To: EPI - Mark Morris
1598-0018
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
09/29/98
3500 psi @ 28 days
10/320/400 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM092913
Test Date: 10/06/98
Maximum Load, LBS: 74910
Age When Tested, Days: 7 28
Compressive Strength, PSh 2650
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM092914 SM092915
10/27/98 10/27/98
28 Hold
Laboratory Number:
SM092916
7959
Method of Curing: Field 1
Temperature: Ambient 83 °F
Time of Sample: AM/PM
Source of Concrete: TXI 31
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Days, Laboratory From 09/30 Transported By: S. Spinks
Mix 98 °F Air Content 4.1 % Slump 5.0 Inches
Pick-Up Charge: Yes X No
Mix Code: 8204 Ticket No.: 1148580
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, 4 of 4
Test Melhc)ds: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064