Gunner Sub-LR 981204bIIBBBrlll GL
9200 King Arthur D~ve
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. Matin Apartments
Location: Paving - 20' South of South West comer Bldg # 11
Contractor:
Reported To: EPI - Mark Morris
Date Cast;.
Specification:
Quantity Represented:
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Sampled By:.
By Order Of:.
Laboratory Number:
10128/98
3500 psi (~ 28 days
10130/350 cu. yds.
L. Savage
8306
Field Number: SM102801 SM102802
Test Date: 11/04/98 11/25/98
Maximum Load, LBS: 106880 137350
Age When Tested, Days: 7 28
Compressive Strength, PSI: 3780 4860
Average Strength, PSI: 4730
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field
Temperature: Ambient
Time of Sample: 4:45
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
1
60 °F
(AM)/PM
TX~
Days, Laboratory From
Mix 71 °F
SM102803 SM102804
11/25/98
13OO2O
28 Hold
4600
' 10/29 Transported By: J. Moreland
Air Content 3.9 % Slump 4.5 Inches
Pick-Up Charge: Yes X No
MixCode: 8204 Ticket No.: 1169130
Unit Weight PCF
Yield CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
^ECC, Inc. - Mark Gottschalt
Signed ~
Page
1 of 3
Test Methods: ASTM C 31, C39, C 143, C 173, C 192, otC 1064
1E~r RESULTS N~E H0T NECESS~RtL¥ ~TIrE OF I~E QUaLItY 0F N=P'~R~L¥ 1{3~TIC~L ~ ~ ~
[llilllrlll BI.
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. Matin Apartments
Location: Paving - 50' West of South West 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
101120/350 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM102805 SM102806
Test Date: 11/04/98 11/25/98
Maximum Load, LBS: 110170 134200
Age When Tested, Days: 7 28
Compressive Strength, PSI: 3900 4750
Average Strength, PSI: 4800
Type Break: Conical (U.N.O.)
Remarks:
SM 102807
11/25/98
136870
28
4840
Laboratory Number:
SM 102808
Hold
8307
Method of Curing: Field ' I
Temperature: Ambient 61 °F
Time of Sample: 6:25 (AM)/PM
Source of Concrete: TXI
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Days, Laboratory From 10/29 Transported By: J. Morelalld
Mix 72 °F Air Content 4.2 %- Slump 4.5 Inches
Pick-Up Charge: Yes No
Mix Code: 8204' Ticket No.: 1169221
Unit Weight PCF
Yield CF/CY
Distribution:
City of CoPl~ell - 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, er C 1064
,fiZg rBc bll nml CL
9200 King Arthur Drive
CONCRETE ~EI~T~ REPORT
Phone 214/631-4372 Fax 214/631-4380
Report No.: 93 JobNo.: 1598-0018 Date
Project St. Matin Apartments Specification:
Location: Paving - 60' West; 60' North of South West comer Quantity Represented:
of Building #11
Contractor: Sampled By.
Reported To: By Order ~
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 SM102810
Test Date: 11/04/98 11/25/98
Maximum Load, LBS: 99260 120890
Age When Tested, Days: 7 28
Compressive Strength, PSI: 3510 4275
Average Strength, PSI: 4340
Type Break: Conical (U.N.O.)
Remarks:
SM102811
11/25/98
124580
28
4410
Laboratory Number.
SM102812
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):
Days, Laboratory From
62 °F Mix 75 °F Air Content 3.4
(AMyPM Pick-Up Charge:
TXI Mix Code: 8204
Transported By:
% Slump 5.0 Inches
Yes No
Ticket No.: 1169436
Unit Weight PCF
Yield CF/CY
)istribution:
City of Coppell - Garreth Cam pbell
EPI - Don.Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc.- Mark Gottschalt
Signed (~ G
Page. 3 of 3
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064