Gunner Sub-LR 980917 (3) 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 61 JobNo.: 1598-0018
Project St. Madn Apartments
Location: Paving - 5' S and 60' W of SW Comer of Pad 1
Contractor.
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:.
09/09/98
3000 psi (~ 28 days
10/40/270 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM090901
Test Date: 09/16/98
Maximum Load, LBS: 62510
Age When Tested, Days: 7
Compressive Strength, PSI: 2210
Average Strength, PSI: 2170
Type Break: Conical (U.N.O.)
Remarks:
SM090902
.-
09/16~98
60310
7
2130
SM090903
10/07/98
28
Laboratory Number:
SM090904
10/07/98
28
7753
Method of Curing: Field
Temperature: Ambient
Time of Sample: 4:50
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
1 Days, Laboratory From
81 °F Mix 90 °F
(AMyPM
TXI
09/10 Transported By:
Air Content 4.3 %
Pick-Up Charge:
Mix Code: 8203
Unit Weight
Yield
M. Boone
Slump 6.5 Inches
Yes X No
Ticket No.: 1135486
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 3
T~t Methods: ASTM C 31, C39. C 143, C 173. C 192, o~C 1064
'' ' I I I '' ' ' ' I ' I ' I I I TI '1' ' I11' '
Engineering Co.
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214~631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 61 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 5' N and 30' W of NW Comer of Pad 3
Contractor.
Reported To: EPI - Mark Mords
Date Cast:
Specification:
Quantity Represented:
Sampled B~.
By Order Of:
09~09/98
3000 psi (~ 28 days
10/160/270 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number. SM090905
Test Date: 09/16/98
Maximum Load, LBS: 58730
Age When Tested, Days: 7
Compressive Strength, PSI: 2070
Average Strength, PSI: 2090
Type Brealc Conical (U.N.O.)
Remarks:
SM090906
09/1~/98
59480
7
2100
SM090907
1~07/98
28
Laboratory Number:
SM090908
10/07/98
28
7754
Method of Curing: Field
Temperature: Ambient
Time of Sample: 8:30
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
I Days, Laboratory From
84 °F Mix 95 °F
(AM)/PM
TXI
09/10 Transported By: M. Boone
Air Content 5.1 % Slump 5.25 Inches
Pick-Up Charge: Yes X No
Mix Code: 8203 Ticket No.: 1135880
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. 3
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./$31-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 61 JobNo.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 40' S and 50' W of NW Comer of Pad 3
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:.
09/0g/g8
3000 psi (~ 28 days
10/210/270 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM09090g
Test Date: 09/16/98
Maximum Load, LBS: 48820
Age When Tested, Days: 7
Compressive Strength, PSI: 1730
Average Strength, PSI: 1820
Type Break: Conical (U.N.O.)
SM090910
09/16/98
53640
7
1900
Remarks:
SM090911
10/07/98
Laboratory Number:
SM090912
10/07/98
28 28
Seven day compressive strength test indicate that the 28 day strengths will be marginal.
7755
Method of Curing: Field 1
Temperature: Ambient 86 °F
Time of Sample: 11:00 (AM)/PM
Source of Concrete: 'I'Xl
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
Days, Laboratory From
Mix 96 °F
09/10 Transported By: M. Boone
Air Content 4.1 % Slump 8.0 Inches
Pick-Up Charge: Yes X No
Mix Code: 8203 Ticket No.: 1136115
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 3
Te~t blethods: ASTM C 31, C 39, C 143, C 173, C 192, otC 1064