Gunner Sub-LR 981113 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 77 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 30' N of NE Comer of Bldg. #18
Contractor.
Reported To: EPI - Mark Morris
Date Cast:
Specification:
QuantJbj Represented:
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Sampled By.
By Order Of:.
Labora[ory Number.
10102/98
3500 psi ~ 28 days
10/60/600 cu yds.
L. Savage
7994
Field Number. St Mar 1 SM100201
Test Date: 10/09198
Maximum Load, LBS: 81310
Age When Tested, Days: 7
Compressive Strength, PSI: 2880
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing:
SM100202
10130/98
106550
28
3770
3780
SM100203
10/30198
107190
28
3790
SM100204
Hold
Field 3 Days, Laboratory From 10/05
Transported BT. L. Savage
Temperature: Ambient
Time of Sample: 5:00
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
74 °F
(AM)/PM
'FXI
MIX 100 °F
Air content 3.4 %
Pick-Up Charge: Yes
Mix Code: 8203
Slump 5.5 Inches
X No
Ticket No.:
Unit Weight
Yield
1151631
PCF
CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction, Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed
Page 1 of 3
Teat Melhod~: ASTM C 31, C 39, C 143, C 173, C 192, °r C 1064
iaiiaeerla! Ga.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 77 Job No.: 1598-0018
Project St. Marin Apartments
Location: Paving 40' N X 20' E of NW Comer of Bldg. #17
Contractor.
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled E~.
By Order Of;.
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
10102/98
3500 psi {~ 28 days
101120/600 cu yds.
L. Savage
Labof=[ury Number:. 7995
Field Number. St Mar 2 SM100205
Test Date: 10/09/98
Maximum Load, LBS: 87330
Age When Tested, Days: 7
Compressive Strength, PSI: 3090
Average Strength, PSI:
Type Breal~ Conical (U.N.O.)
Remarks:
Method of Curing:
SM100206
10/30/98
110520
28
3910
SM100207
10/30/98
114930
28
4060
SM 100208
Hold
3990
Field 3 Days, Laboratory From 10/05
Transported BT. L. Savage
Temperature: Ambient
Time of Sample: 6:05
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
76 °F
(AM~PM
TXl
Mb( 102 °F
Air Content 4.7
Pick-Up Charge: Yes
Mb( Code: 8203
Slump 5.5 Inches
No
Ticket No.:
Unit Weight
Yield
1151717
PCF '
' cFicY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschait
Signed
Page 2 of 3
Test Melhod~: 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.: 77 Job No.: 1598-0018
Project: St. Madn Apartments
Location: Paving - 35' W of NW Comer of Bldg. #17
Contractor.
Reported To: EPI - Mark Morris
Date Ca~c
Specification:
Quan0ty Represented:
Sampled B~.
By Order Of..
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
10/02/98
3500 psi (~ 28 days
10/240/600 cu yds.
L. Savage
Laboratory Number. 7g~'"~
Field Number. St. Mar 3
Test Date:
Maximum Load, LBS:
Age When Tested, Days!
Compressive Strength, PSI:
Average Strength, PSi:
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing:
SM100206
10109/98
69870
SM100207
10/30/98
99510
28
3520
7
2470
3530
SM100208
10130/98
100080
28
3540
SM100209
Hold
Field 3 Days, Laboratory From 10105
Transported By: L. Savage
Temperature: Ambient
Time of Sample: 7:40
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
Diatdbution:
74 °F Mix 98 '°F Air Content 4.3
(AM)/PM Pick-Up Charge:
TXI Mix Code: 8203
Slump
Yes No
Ticket No.:
Unit Weight
Yield
6.0 Inches
1151864
PCF
CFICY
City of Coppell - Garreth camPbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed {~ (~
Page 3 of 3
Te~t MMhod~: ASTM C 31, C3~,C 143, C 173, C 192, or C 1064