Gunner Sub-LR 981204 (2)Gl.
Report No.: 92 Job No.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 35' West of North West comer of Bldg 13
Contractor:
Reported To: EPI - Mark Morris
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Date Cas~
Specification:
Quantity Represented:
Sampled By:
By Order Of:.
10/27/98
3500 psi ~ 28 days
10140/350 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28,27 SQ. IN.
Field Number: SM102701 SM102702
Test Date: 11/03/98 11/24/98
Maximum Load, LBS: 78760 110780
Age When Tested, Days: 7 28
Compressive Strength, PSi: 2790 3920
Average Strength, PSI: 3875
Type Break: Conical (U.N.O.)
Remarks:
SM102703
11/24/98
108360
28
3830
Laboratory Numben
SM102704
Hold
8278
Method of Curing: Field
Temperature: Ambient
Time of Sample: 4:45
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement;
Fly Ash!
Admixture(s):
3
59 °F
(AM)/PM
TXI
Days, Laboratory From
Mix 74 .°F
10/30 Transported By:
Air Content 4.1 % Slump
Pick-Up Charge: X Yes No
Mix Code: 8204 Ticket No.:
Unit Weight
Yield
R. Mannette
6.0 Inches
1167773
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
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
[BBiBeerllll CB.
9200 King Arthur Drive
Dallas, Texas 75247-36! 0
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 92 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 12' North; 20' East of North West comer
of Building #13
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 Off.
10/27/98
3500 psi (~ 28 days
101150/350 cu. yds.
L. Savage
Laboratory Number. 8279
Field Number: SM102705
Test Date: 11/03/98
Maximum Load, LBS: 81600
Age When Tested, Days: 7
Compressive Strength, PSI: 2890
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 3
SM 102706 SM 102707
11/24/98 11/24198
117720 112370
28 28
416O 3970
4065
Days, Laboratory From
SM102708
Hold
Temperature: Ambient
Time of Sample: 6:50
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
59 °F
(AM)/PM
TXI
Mix '75' °F'
10/30 ~ Transported By: R. Mannette
Air Content 4.3 % Slump 5.5 Inches
Pick-Up Charge: Yes No
Mix Code: 8204 Ticket No.: 1167907
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
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
'ffgC, Jr'J [nlilluril! i:l.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 92 JobNo.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 25' West; 20' South of North West comer
of Building #12
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
10/27/98
3500 psi (~ 28 days
10/260/350 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM102709 SM102710
Test Date: 11/03/98 11/24/98
Maximum Load, LBS: 91010 106420
SM102711
11/24/98
110450
Laboratory Number.
SM102712
828O
Age When Tested, Days:
Compressive'Strength, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
7 28 28
3220 3760 3910
Method of Curing: Field
Temperature: Ambient
Time of Sample: 9:20
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
3
61 °F
(AM)/PM
TXI
384O
Hold
I~ays, Laboratory From
Mix 76. °F
10/30 Transported By: R. Mannette
Air Content 3.5 Slump 4.5 Inches
Pick-Up Charge: Yes No
Mix Code: 8204 Ticket No.: 1168135
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
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064