Gunner Sub-LR 981106 (2)9200 King Arthur D~ve
Dallas, Texas 75247"3610
Job No.: 1598-0018
Report No.: 80
project: SL Matin Apadments
Location: Paving - 5' S X 70' W of NW Comer of Pad 25
Date Cast:
Specilication:
Quard~Y Represented:
Sa'roped ~
Contractoc
Reported To: EPI - Mark Morris
(6 x 12 Inch) Nominal Cylinder Size~'ea-25.27 SQ. IN.
SM100801 SM100802
Field Numbec
$M100803
10108/98
3500 psi ~ 28 days
101101350 cu. yds.
S. Spinks
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
~ys, LaboratorY F~-''~09
52 °F Mix 61 '°F
,Temperature: Ambient
Time of Sample: 4;30
Source of Concrete:
Fine Aggregate'.
Coarse Aggregate:
Water:.
(AM)/PIa
'rxI 41
10115198 11105/98 11/05198
81860 101920 104470
7 28 28
2900 3600 3690
3650
Admixture(s):
EPI - Don Ma,lock (FAX) '
MFC ConstrucSon - Dick Dennle
AECC, Inc. - Mark Gottschalt
By Order Of:.
LaboratorY Numbec
SM100804
8059
Air Content 5.3 %
PickAJp charge: Yes
Mix Code: 8203
Hold
Slump 5.25 Inches
No X
Tmket No.: 1153870
Unit Weight' 'PCF
'~d CFiCY
$igne~ ,4 Pa~e_ I of_ 4 _
Oaltas, Texas 75247-3610
ReportNo.: 80 JobNo.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 50' N X 8' W of NW Comer of Pad 22
Contractor.
Reported To: EPI - Mark Morris
Date Ca~c
Specification:
Quanlity Representec~
sampled !~.
By Order Of:.
Laboratory Number.
10/08/98
3500 psi ¢~ 28 days
1011g0/350 cu. yds.
S. Spinks
8O60
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number. SM100805 $Mlo68O6
10115/98 11/05/98
Test Date:
Maximum Load, LBS: 81500 109410
Age When Tested, Days: 7 28
Compressive Strength, PSI: 2880 3870
Average Strength, PSh
Type Break: Conical (U.N.O.)
1 Days, Laboratory From 10/09
65 °F Mix 75 ~F Air Content 4~
(AM)/PM Pick-Up Charge:
TXl 41 Mix Cod~ 8203
Method of Curing: Field
Temperature:' Ambient
'rime of Sample: 8:40
Source of Concrete:
Fine ~gregate:
Ceerse ,a~gregate:
Cement:
Fly Ash:
Admixture(s):
$78O
SM100808
Hold
Transported By'. J. Morela
Slump 5.5 Inches
Yes No
T~*ket No.:
Unit Weight
Yield
Distribution:
of Coppell - Garreth Cam'----'-'-'-'~--~lI
~.~- Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottsc. balt
1154159
PCF
CF/~Y
$M100807
11/05/98
104430
28
3690'
Te~t Melho~ ASTM C $1, C 38, C 143, (~ t'73' C 192' °~ C 1064
D~llas, Texas 75247-3610
Job No.: 1598'0018
Report No.: 80
Project: St. Matin Apartments
Location: Paving - 60' N X 20' E of SE Comer of Pad 21
Contractor.
Reported To: EPI - Mark Morris
(6 x 1"-"--2 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
SM100809 SM100810
Field NumbeF.
Test Date:
Maximum Lead, LBS:
Age When Tested, Days:
Compressive Strength, PSi:
Average Strength, PSt:
Date Cast:
Spe~ca'don:
Quantity Represented:
sampled By:.
By Order Of:.
Laboratory Number.
SM100811
10/15/98 11105198 11105198
62480 100640 99230
7 28 28
2210 3560 3510
3540
SM100812
Hold
10/08/98
3500 psi ~ 28 days
S. Spinks
8061
Type Break: Conical (U.N.O.)
Remarks: ~
Mefl~od o~ Curing: Field I Days, laboratory From 10/09 % Slump 6.5 Inches
Temperature: Ambient 75 °F Mix 72 *F Air Content 4.4
Pick-Up charge: Y es No
'time of sample: 10:00 (AM)/PM 'Rcket No.:
Soume o~ Concrete: TXI 41 Mix Code: 8203
UnitWelght.
Fine Aggregate'. Yield
~ Aggregate:
1154251
· .PCF
CF/CY
Admixtur~$):
· Distribution: EPI - Don Mattock (FAX)
MFC Construction - Dick Dennle
AECC; Inc. - Mark Gottschalt.
jr2 BlnBBrinB
9200 King Arthur Drive
Dallas, Texas 75247-3610
co.cR r l oaT
Repo~ No.: 80 Job No.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 10' N X $5' E of SE Comer of Pad 21
Cont~ctoc
Reported To: EPI - Ma~ Morris
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Date Cesl:
Spec~ca~n:
Quantity Represented:
sampled B~.
By Order Of..
Laboratol7 Number:.
10108198
3500 psi t~ 28 days
10/330/350 cu. yds.
S. Spinks
8062
Field Numbec. SM100813 $M100814
Test Date: 10115/98 11/05198
Maximum Load, LBS: 60050 98950
Age When Tested, Days: 7 28
Compressive Strength, PSI: 2120 3500
Average Strength, PSh
Type Break: Conic:al (U.N.O.)
Remarks:
3510
SM100815
11105/98
99510
28
3520
SM100816
Hold
Method of Curing. Field
Temperature: Ambient
Time of 8ampl~ 11:15
Source of Concrete:
Water:.
74 °F Mix 75 ~F ,Nr Content 4.1
(AM)/PM l~ck-Up Charge:
'rxl 41 Mix Cod~ 8203
Fly Ash:
Admixture(s):
· EPI-DonMatlock(FA)q .-. '
MFC Constm~on - Dick Dennle -
AECC, Inc.. - Mark
Transported----"~ J. Moreland
Slump 6 Inches
yes No
Ticket No.: 1154415
Unit Weight. PCF
Yield CFICY
,,of 4
~=igned