Gunner Sub-LR 981117 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 85 Job No.:
Project: St. Matin Apartments
Loca~on: Paving 58' S of SE Comer of Building 12
Contractor.
Reported To:
1598-0018
Date Cast:
Specification:
Quantity Represented:
Sampled By:.
By Order Off.
10/15/98
3500 psi ~} 28 days
10/50/350 cu. yds.
L. Salvage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM101501
Test Date: 10/22/98
Maximum Load, LBS: 99070
Age When Tested, Days: 7
Compressive Strength, PSI: 3500
Average Strength, PSI:
Type Brealc Conical (U.N.O.)
Remarks:
SM 101502
11/12/98
120370
28
4260
4290
SM101503
11/12/98
122180
28
432O
Laboratory Number:.
SM101504
Hold
8149
Method of Curing: Field I Days, Laboratory From
Temperature: Ambient 66 °F Mix 92' °F
Time of Sample: 4:50 (AM)/PM
Source of Concrete: TXl
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash: '.
Admixture(s):
10-16 Transported By:
Air Content 3.9 %
Pick-Up Charge: Yes
Mix Code: 8204
L. Salvage
Slump 7.5 Inches
No X
Ticket No.: 1159999
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 3
Test Melho~: ASTM C 31, C 39, C 143, C 173, C 192, ~' C 1064
[allmrlq Bt
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 85 Job No.: 1598-0018
Projec'c St. Marin Apartments
Location: Paving 45' S of SE Comer of Building 14
Date Cas'c 10115198
Specification: 3500 psi (~t 28 days
Quantity Represented: 10/120/350 cu.
Contractor.
Reported To:
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Sampled By:. L. Salvage
By Order O~.
Laboratory Number. 8150
Field Number: SM101505
Test Date: 10/22/98
Maximum Load, LBS: 96790
Age When Tested, Days: 7
Compressive Strength, PSI: 3420
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM101506 SM101507 SM101508
' 11/12/98 11/12/98
129740 125750
28 28 Hold
4590 4450
Method of Curing:
45OO
Field I Days, Laboratory From 10-16 Transp~-te~ By: L. SaNage
Temperature: Ambient
Time of Sample: 6:30
Source of Concrete:
Fine ~lgregate:
Coarse Aggregate:
Water:.
Cement:
Fly Ash:
Admixture(s):
66 °F Mix 96 °F Air Content 4.4 %
(AM)/PM Pick-Up Charge:
TXl Mix Code: 8204
Slump 5.5 Inches
Yes No
'l-~=ket No.: 1160110
Unit Weight PCF
Yield CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Page 2 .of 3
T~ Mdhod~: 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.: 85 Job No.:
Project: St. Marin Apartments
Location: Paving 50' E and 5' S of SW Comer
Of Building 14
Contractor.
Reported To:
1598-0018
Date Ces~
Specification:
Quantity Represented:
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Sampled By:.
By Order Of:.
Laboratory Number:.
10/15/98
3500 psi ~} 28 days
101210/50 cu. yds.
L. Salvage
8151
Field Number: SM101509
Test Date: 10/22/98
Maximum Load, LBS: 88850
Age When Tested, Days: 7
Compressive Strength, PSI: 3140
Average Strength, PSi:
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing:
SM101510 SM101511 SM101512
11/12/98 11/12/98
114160 116860
28 28 Hold
4040 4130
409O
Field I Days, Laboratory From 10-16 T~nsported By: L. Salvage
Temperature: Ambient
Time of Sample: 8:15
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
68 °F Mix 98 °F Air Content 4.7 %
(AM)/PM Pick-Up Charge:
TXI Mix Code: 8204
Slump 5.5 Inches
yes No
Ticket No.: 1160237
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. 3 of 3
Te~t Melhod~: ASTM C 31, C 3~, C 143, C 173, C 192, or C 1064