Gunner Sub-LR 981030 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 79
Project: St. Marin Apartments
Location:
Contractor:
Reported To: EPI - Mark Morris
Job No.: 1598-0018
Date Cast:
Specification:
Quantity Represented:
Sampled By:.
By Order Of:.
10/12/98
3500 psi ~ 28 days
cu. yds.
Contractor
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM101201
Test Date: 10/19~98
Maximum Load, LBS: 75380
Age When Tested, Days: 7
Compressive Strength, PSI: 2670
Average Strength, PSI: 2630
Type Break: Conical (U.N.O.)
SM101202
10/19/98
73250
7
2590
Remarks: Cylinders made and information by others..
SM 101203
11/09/98
28
Laboratory Number:
SM101204
11/09/98
28
8076
Method of Curing: Field
Temperature: Ambient
Time of Sample: N/A
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
1
N/A
AM/PM
TXl
Days, Laboratory From
Mb( N/A
10/13
°F Air Content
Pick-Up Charge.:
Mix Code:
N/A
Yes
Transported By:
% Slump N/A
X No
Ticket No.:
Unit Weight
Yield
L. Salvage
Inches
PCF
CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
^ECC, Inc. - Mark Gottschalt
Signed (~ (~
Page
1 of 2
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
EnOlneerlnO CB.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phons 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 79 Job No.:
Project: St. Matin Apartments
Location: Paving 50' NE of SE Comer of Bldg. 16
Contractor:
Reported To: EPI - Mark Morris
1598-0018
Date Cast:
Specification:
Quantity Represented:
Sampled BT.
By Order Off.
10/12/98
3500 psi (~ 28 days
10/180/350 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: $M101205
Test Date: 10/19/98
Maximum Load, LBS: 75630
Age When Tested, Days: 7
Compressive Strength, PSh 2670
Average Strength, PSI: 2670
Type Break: Conical (U.N.O.)
$M101206
10/19/98
75220
7
2660
Remarks: Cylinders made and information by others.
SM 101207
11/09/98
28
Laboratory Number.
SM 1012O8
11/09/98
28
8077
Method of Curing: Field
Temperature: Ambient
Time of Sample: N/A
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water..
Cement:
Fly Ash:
Admixture(s):
1 Days, Laboratory From 10/13
N/A °F Mix N/A °F Air Content
AM/PM Pick-Up Charge:
TXI Mix Code:
N/A %
Yes
Transported By:
Slump N/A
X No
Ticket No.:
Unit Weight
Yield
L. Salvage
Inches
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
^ECC, Inc. - Mark Gottschalt
Signed ([ {~
Page.~
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192. or C 1064
2 of 2
9200 King A~hur Drive
Dallas, Texa~ 75247-3610
Phone 214/631-4372 F~x 214/631.4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 88 Job No.:
Project: St. Marin Apartments
Location: Paving 20' W and 20' S of SW Comer
of Building 3
Contractor.
Reported To:
1598-0018
Date Cam:
Spedflcation:
Quantity Repre~nted:
Sampled B~.
By Order Of:.
10/20/98
3500 psi ~ 28 days
10/30/300 cu. yds.
L. Salvage
(6 x 12 Inch) Nominal Cylinder Size: Araa-28.27 SQ. IN.
Field Number:. St Mar I SMlCt1501
Test Date: 10/27/98
Maximum Load, LBS: 100230
Age When Tested, Days: 7 28
Compressive Strength, PSh 3540
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM101502
11/17/98
SM101503
11/1 7/98
28
Laboratory Number:
SM101504
Hold
Hold
8209
Method of Curing: Field 2 Days, Laboratory From
Temperature: Ambient 58 °F Mix 74' °F
Time of Sample: 4:55 (AM)/PM
Source of Concrete: TXl
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
10-22
Air Content 4.6 %
Pick-Up Charge:
Mix Code: 8204
Transported By: L. Salvage
Slump 5.0 Inches
Yes No X
Ticket No.: 1163489
Unit Weight
Yield
Signed
Page 1 of
PCF
CFICY
Te~l Methods: 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.: 88 Job No.: 1598-0018
Project: St. Matin Apartments
Location: Paving 60' E and 5' N of NW Comer
of Building 9
Contractor:
Reported To:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
10/20/98
3500 psi (~ 28 days
10/130/300 cu. yds.
L. Salvage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: St. Mar 2 SM101505
Test Date: 10/27/98
Maximum Load, LBS: 86780
Age When Tested, Days: 7 28
Compressive Strength, PSI: 3070
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
SM101506
11/17/98
SM101507
11/17/98
28
Laboratory Number:
SM101508
Hold
8210
Method of Curing: Field
Temperature: Ambient
Time of Sample: 7:10
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
62 °F
(AM)/PM
TXI
Days, Laboratory From
Mix 72 °F
Transported By:
Air Content 4.3 %
Pick-Up Charge:
Mix Code: 8204
Yes
Slump 7.5
No
Ticket No.:
Unit Weight
Yield
Inches
1163616
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed
Page.__
Test Methods: ASTM C 31, C 39. C 143, C 173, C 192, or C 1064
2 of 2
Engineering Go.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 80 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 5' S X 70' W of NW Comer of Pad 25
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:.
By Order Of:.
10/08/98
3500 psi ~} 28 days
10/10/350 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM100801
Test Date: 10/15/98
Maximum Load, LBS: 81860
Age When Tested, Days: 7 28
Compressive Strength, PSI: 2900
Average Strength, PSi:
Type Break: Conical (U.N.O.)
Remarks:
SM100802 SM100803
11/05/98 11/05/98
28
Laboratory Numben
SM100804
Hold
8059
Method of Curing: Field
Temperature: Ambient
Time of Sample: 4:30
Soume of Concrete:
Fine Aggregate:
Coarse Aggregate:
WateF.
Cement:
Fly Ash:
Admixture(s):
1 Days, Laboratory From 10/09
52 °F Mix 61 °F Air Content 5.3
(AM)/PM Pick-Up Charge:
TXI 41 Mix Code: 8203
Transported By: J. Moreland
Slump 5.25 Inches
Yes X No
Ticket No.: 1153870
Unit Weight PCF
Yield CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
·
Page 1 of 4
Test Methods: 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.: 80 Job No.: 1598-0018
Project St. Marin Apartments
Location: Paving - 50' N X 8' W of NW Comer of Pad 22
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled BT.
By Order Of:
10108/98
3500 psi (~ 28 days
10/1901350 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM100805
Test Date: 10/15/98
Maximum Load, LBS: 81500
Age When Tested, Days: 7 28
Compressive Strength, PSI: '2880
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM100806 SM100807
11/05/98 11/05/98
28
Laboratory Number.
SM 100808
Hold
8060
Method of Curing: Field
Temperature: Ambient
Time of sample: 8:40
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water,.
Cement:
Fly Ash:
Admixture(s):
I Days, Laboratory From 10/09
65 °F Mix 75 °F Air Content 4.2
(AM)IPM Pick-Up Charge:
TXI 41 Mix Code: 8203
Transported By: J. Moreland
Slump 5.5
Yes No
Ticket No.:
Unit Weight
Yield
Inches
1154159
PCF
CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed ~ (~
Page
Tesl Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
2 of 4
rC',Jrs Euglneeriag Co.
9200 King Arthur Drive
Dallas, Texas 75247-,.-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 80 Job No.: 1598-0018
Projec'c St. Matin Apartments
Location: Paving - 60' N X 20' E of SE Comer of Pad 21
Contractor.
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled B~.
By Order Off.
10/08/98
3500 psi ~ 28 days
10/250/350 cu. yds.
$. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM100809
Test Date: 10/15198
Maximum Load, LBS: 62480
Age When Tested, Days: 7 28
Compressive Strength, PSI: 2210
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM100810 SM100811
11/05/98 11/05/98
Laboratory Number.
SM 100812
28 Hold
7 day compressive strength indicates 28 day compressive strength may be marginal
8061
Method of Curing: Field
Temperature: Ambient
Time of Sample: 10:00
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water;..
Cement;
Fly Ash:
Admixture(s):
Distribution:
1 Days, Laboratory From 10/09
75 °F Mix 72 °F Air Content 4.4
(AM)/PM Pick-Up Charge:
TXi 41 Mix Code: 8203
Transported By: J. Moreland
Slump 6.5 Inches
Yes No
Ticket No.: 1154251
Unit Weight PCF
Yield CF/CY
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Page 3 of~
Test IVlelhods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
4
Engineering Ga.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 80 Job No.: 1598-0018
Project St. Marin Apartments
Location: Paving - 10' N X 35' E of SE Comer of Pad 21
Contractor.
Reported To: EPI - Mark Morris
Date Cast
Specification:
Quantity Represented:
Sampled By:.
By Order Of:.
10108/98
3500 psi ~ 28 days
10/330/350 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM100813
Test Date: 10/15/98
Maximum Load, LBS: 60050
Age When Tested, Days: 7
Compressive Strength, PSI: 2120
Average Strength, PSI:
Type Break: Conical (U.N.O.)
SM100814 $M100815
11/05/98 11/05/98
28 28 Hold
Remarks:
Laboratory Numbe~.
SM100816
7 day compressive strength indicates'28 day compressive strength may be marginal
8062
Method of Curing: Field
Temperature: Ambient
Time of Sample: 11:15
Source of Concrete:
Fine Aggregate:.
Coarse Aggregate:
Water;.
Cement:.
Fly Ash:
Admixture(s):
1 Days, Laboratory From 10/09
74 °F Mix 75 °F Air Content 4.1
(AM)/PM Pick-Up Charge:
TXI 41 Mix Code: 8203
Transported By:. J. Moreland
Slump 6
Yes No
Ticket No.:
Unit Weight
Yield
Inches
1154415
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed
Page
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
4 of 4
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 76 JobNo.: 1598-0018
Projec'c St. Marin Apartments
Location: Slab on Grade 15' S X 5' E of NW Comer - Pad 15
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order ~
09/30/98
3000 psi ~ 28 days
10150/280 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM093.001
Test Date: 10/07/98
Maximum Load, LBS: 69870
Age When Tested, Days: 7
Compressive Strength, PSI: 2470
Average Strength, PSI:
Type Break: Conical (U.N.O,)
Remarks:
$M093002 SM093003
1.0/28/98 10/28/98
117390 112310
28 28
4150 3970
Laborato~ Numbec
SM093004
Hold
7953
Method of Curing: Field 1 Days, Laboratory From 10/01
Temperature: Ambient 79 °F Mix 84 °F ' Air Content 1.9 %
Transported By: S. Spinks
Slump 5.0 Inches
Time of Sample: 5:00 (AM)/PM Pick-Up Charge:
Yes X No
Source of Concrete: TXI 31 Mix Code: 29505
Ticket No.: 1148875
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Unit Weight
Yield
PCF
CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
ed~~(~ ~). ~a,4 t0/3olcl~
Sign- ~ ' '
Page I of 3
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, m' C 1064
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631.4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 76 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Slab on Grade 60' N X 7' E of SW Comer - Pad 15
Contractor:
Reported To: EPI - Mark Morris
Date Cast
Specification:
Quantity Represented:
Sampled By.
By Order Of:.
09/30198
3000 psi (~ 28 days
10/160/280 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: 2 SM093005
Test Date: 10/07/98
Maximum Load, LBS: 73860
Age When Tested, Days: 7
Compressive Strength, PSI: 2610
Average Strength, PSi:
Type Break: Conical (U.N.O.)
Remarks:
SM093006 SM093007
10/28/98 10/28/98
tl 1990 111380
28 28
3960 3910
3940
Laboratory Number
SM093008
Hold
7954
Method of Curing: Field
Temperature: Ambient
Time of Sample: 6:30
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
I Days, Laboratory From 10/01
78 °F Mix 85 '~F Air Content 1.3
(AMyPM Pick-Up Charge:
TXI 31 Mix Code: 29505
Transported By: S. Spinks
Slump 5.75 Inches
Yes X No
Ticket No.: 1148935
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_._2__of ,
Test Melhods: ASTM C 31, C 39, C 143, C 173. C 192, orC 1064
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 76 Job No.: 1598-0018
Project: St. Marin Apartments
Loca~on: Slab on Grade 5' N X 20' W of SE Comer - Pad 15
Contractor:
Reported To: EPI - Mark Morris
' Date Cast:
Spedfication:
Quantity Represented:
Sampled B~.
By Order
09/30/98
3000 psi ~ 28 days
10/250/280 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM093009
Test Date: 10107/98
Maximum Load, LBS: 76040
Age When Tested, Days: 7
Compressive Strength, PSI: 2690
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM093010
10/28198
,102320
28
3620
3680
SM093011
10/28/98
105460
28
3730
Laboreto~ Numbe~
SM093012
Hold
7955
Method of Curing: Field 1 Days, Laboratory From 10/01
Temperature: Ambient 78 °F Mix 83 =F Air Content
.8
Time of Sample: 8:10 (AM)/PM Pick-Up Charge:
Source of Concrete: TXI 31 Mix Code: 29505
Fine Aggregate:
Coarse Aggregate:
WateF.
Cement:
Fly Ash:
Admixture(s):
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Distribution:
Transported By: S. Spinks
Slump 4.5 Inches
Yes X No
Ticket No.: 1149073
Unit Weight PCF
Yield CFICY
Signed
Page 3 of
Test Idelhods: ASTM C 31. C 39. C 143. C 173. C 192. or C t064
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 75 Job No.:
Proje~ St. Matin Apartments
Location: Paving 30' S X 2' E of SW comer Pad 8
Contractor:
Reported To: EPI - Mark Morris
1598-0018
Date Cast;
Specification:
Quantity Represented:
Sampled By:
By Order ~
09129/98
3500 psi ~ 28 days
10/601400 cu. yds.
Contractor
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM092901
Test Date: 10/06/98
Maximum Load, LBS: 63212
Age When Tested, Days: 7
Compressive Strength, PSI: 2240
Average Strength, PSI:
SM092902
10/27/98
112250
28
3970
446O
Type Break: Conical (U.N.O.)
Remarks: Cylinders made and information furnished by others.
SM092903
10/27/98
139550
28
494O
Labo~tory Numbe~
SM092904
Hold
7956
Method of Curing: Field
Temperature: Ambient
Time of Sample: 7:30
Source of Concrete:
I Days, Laboratory From
!
N/A °F Mix N/A °F
(AM)/PM (Approximation)
TXI 31
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
09/30
Air Content
Mix Code:
Transported By: S. Spink. s
N/A % Slump N/A Inches
Pick-Up Charge: Yes X No
8204 Ticket No.: 1147992
Unit Weight PCF
Yield CFICY
Signed (~ (~ J '
Page 1 of 4
Test Melhods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
9200 King Arthur Drive
Dallas, Texas 75247-3610
PhOrle 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 75 Job No.:
Project: St. Marin Apartments
Location: Paving 60' S X 3' W of SE corner Pad 8
Contractor.
Reported To: EPI - Mark Mords
1598-0018
Date Cast:
Spec~ca~on:
Quanffiy Represented:
Sampled By,
By Order Of:.
00/20/98
3500 psi ~ 28 days
1 0/110/400 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM0929.05
Test Date: 10/06198
Maximum Load, LBS: 81280
Age When Tested, Days: 7
Compressive Strength, PSI: 2880
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM092906 SM092907
10/27/98 10/27/98
103990 100340
28 28
3680 3550
3620
Laborato~ Number
SM092908
Hold
7957
Method of Curing: Field 2 Days, Laboratory From 09/30 Transported By: S. Spinks
Temperature: Ambient 85 °F Mix 87 °F 'Air Content 3.8 % Slump 6.0 Inches
Time of Sample: 8:30 (AM)/PM Pick-Up Charge: Yes X No
Source of Concrete: TXI 31 Mix Code: 8204
Ticket No.: 1148139
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Unit Weight
Yield
PCF
CFICY
Signed
Page ;~ of
4
Test Melhods: 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 F~x 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 75 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving 10' N X 20' W of NW comer Pad 25
Contractor.
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By.
By Order Off.
09/29/98
3500 psi ~} 28 days
10/240/400 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM0929.09
Test Date: 10/06/98
Maximum Load, LBS: 82090
Age When Tested, Days: 7
Compressive Strength, PSi: 2900
Average Strength, PSi:
Type Break: Conical (U.N.O.)
Remarks:
SM092910 SM092911
10/27/98 10/27/98
107490 101550
28 28
3800 3590
3700
Laboretory Number:
SM092912
Hold
7958
Method of Curing: Field 3
Temperature: Ambient 89 °F
Time of Sample: 11:30 (AM)/PM
Source of Concrete: TXI 31
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Days, Laboratory From 09/30 Transported By: S. Spinks
Mix 92 =F * Air Content 3.9 % Slump 5.0 Inches
Pick-Up Charge: Yes X No
Mix Code: 8204 Ticket No.: 1148367
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~
Test Idelhods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
9200 King Arthur Drive
Dallas, Texa~ 75247-3610
Phone 214/631-4372 Fax 214/631-4380ORT
CONCRETE COMPRESSION TEST REP
Report No.: 75 Job No.:
Project: St. Matin Apartments
Location: Paving 5' N X 40' E of SE comer Pad 20
Contractor:
Reported To: EPI - Mark Morris
1598-0018
Date Cast:
Specification:
Quanffiy Represented:
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Sampled By.
By Order O~.
09129/98
3500 psi ~ 28 days
10/3201400 cu. yds.
S. Spinks
Laboratory Number. 7959
Field Number: 4 SM092913 SM092914
Test Date: 10/06/98 10/27198
Maximum Load, LBS: 74910 113870
Age When Tested, Days: 7 28
Compressive Strength, PSI: 2650 4030
Average Strength, PSI: 4200
Type Break: Conical (U.N.O.)
Remarks:
SM092915
10/27/98
123210
28
4360
SM092916
Hold
Hold
Method of Curing: Field 4
Temperature: Ambient 83 °F
Time of Sample: AM/PM
Source of Concrete: 'I'Xl 31
Days, Laboratory From 09/30
Mix 98 °F ' Air Content 4.1 %
Pick-Up Charge:
Mix Code: 8204
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
Distribution: City of Coppell - Garreth Campbell '~'
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Transported By: S. Spinks
Slump 5.0 Inches
Yes X No
Ticket No.: 1148580
Unit Weight PCF
Yield CFICY
Signed
Page 4 of
4
'Test Melhods: ASTM C 31, C 39, C 143, C 173, C 192. or C 1064
[aglneering Go.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 61 JobNo.: 1598-0018
Project: St. Marin Apartments
Location: Paving 5' S X 60' VV of SW Coruer of Pad 1
Contractor:
Reported To: EPI - Mark Morals
Date Cast:
SPedlicafion:
Quantity Represented:
Sampled By:.
By Order O~.
09/09198
3000 psi ~ 28 days
10/40/270 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM090901
Test Date: 09/16198
Maximum Load, LBS: 62510
Age When Tested, Days: 7
Compressive Strength, PSI: 2210
Average Strength, PSI: 2170
Type Break: Conical (U.N.O.)
Remarks:
SM090902
09/16198
60310
7
2130
Compressive strength complies with specifications.
SM090903
10/07/98
95070
28
3360
3390
Laboratory Number.
SM090904
10107/98
96760
28
3420
7753
Method of Curing: Field 1 Days, Laboratory From
Temperature: Ambient 81 °F Mix 90 °F
Time of Sample: 4:50 (AMyPM
Source of Concrete: TXI 31
Fine Aggregate:
Coarse Aggregate:
Water;
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
09/10 Transported By:
Air Content 4.3 % Slump
Pick-Up Charge: Yes X
Mix Code: 8203 Ticket No.:
Unit Weight
Yield
M. Boone
6.5 Inches
No
1135486
PCF
CFICY
Signed (~ (~
Page,~
1 of 3
Tesl Methods: ASTM C 31, C 39, C 143, C 173, C 192, C 231 and C 1064
jr2 [aglneering Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 61 JobNo.: 1598-0018
Project;. St. Matin Apartments
Location: Paving 5' N X 30' W of NW Comer of Pad 3
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:.
By Order Of;.
09/09~98
3000 psi ~ 28 days
101160/270 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM090905
Test Date: 09/16~98
Maximum Load, LBS: 58730
· Age When Tested, Days: 7
Compressive Strength, PSI: 2070
Average Strength, PSI: 2090
Type Break: Conical (U.N.O.)
Remarks:
SM090906
09/16~98
59480
7
2100
Compressive strength complies with specifications.
SM090907
10/07198
93930
28
3320
3300
Laboratory Number.
SM090908
10107/98
92480
28
3270
7754
Method of Curing: Field 1 Days, Laboratory From
Temperature: Ambient 84 °F Mix 95 °F
Time of Sample: 8:30 (AM)/PM
Source of Concrete: TXl 31
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
09/10 Transported By:
Air Content 5.1 %
Pick-Up Charge:
Mix Code: 8203
M. Boone
Slump 5.25 Inches
Yes X No
Ticket No.: 1135880
Unit Weight PCF
Yield CFICY
Signed
Page 2 of 3
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, C 231 and C 1064
Jrs Engineeriag
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 F~x 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 61 JobNo.: 1598-0018
Project: St. Matin Apartments
Loca~on: Paving - 40' S and 50' W of NW Comer of Pad 3
Contractor:
Reported To: EPI - Mark Morris
Date. Cas~
Specification:
Quantity Represented:
Sampled By.
By Order Off.
(6 x 12 Inch) Nominal Cylinder Size: Area-28,27 SQ. IN.
09109198
3000 psi ~ 28 days
101210/270 cu. yds.
S. Spinks
Labom_t_nry Number:. 7755
Field Number: SM090909 SM090910 SM090911 SM090912
Test Date: 09/16~98 09116/98 10/07/98 10107/98
Maximum Load, LBS: 48820 53640 84930 85040
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSI: 1730 1900 3000 3010
Average Strength, PSi: 1820 3010
Type Break: Conical (U.N.O.)
Remarks: Seven day compressive strength test indicate that the 28 day strengths will be marginal. Compressive
strength complies with specifications.
Method of Curing: Field 1 Days, Laboratory~Crom 09/10 Transported By: M. Boone
Temperature: Ambient 86 °F Mix 96 °F
Time of Sample: 11:00 (AM)/PM
Source of Concrete: TXI
Fine Aggregate:
Coarse Aggregate:
Water:.
Cement:
Fly Ash:
Admixture(s):
Air Content 4.1 % Slump 8.0 Inches
Pick-Up Charge: Yes X No
Mix Code: 8203 Ticket No.: 1136115
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
Tesl Methods: ASTM C 31, C 39, C 143, C 173, C 192, C 231 and C 1~64
9200 King Arthur Drive
D,~llae, Texae 75247-3610
Phone 214/631-4372 F~x 214/631-4380
CONCRETE COMPRESStON TEST REPORT
Report No.'. 67
Proje~. St. Matin Apartments
Location: Paving - Garage 199
Contractor:
Reported To: EPI - Mark Morris
Job No.: 1598-0018
Date Cast
Specilication:
Quantity Represented:
Sampled By.
By Order Of:.
Laboratory Number. 7828
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
09/21198
3500 psi ~ 28 days
10/401500 cu. yds.
M. Boone
Field Number:
SM092101
SM092102 SM092103 SM092104
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSi:
Type Break: Conical (U.N.O.)
Remarks:
09128198
100610
7
3560
3710
Method of Curing:
09~28~98 1 0/19~98 10/19~98
109220 130850 136880
7 28 28
3860 4630 4840
4740
Field 1 Days, Laboratory Frdm 09122 Transported By: L. Salvage
Temperature: Ambient
Time of Sample: 8:05
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
87 °F Mix 90 °F Air Content 1.9
(AM)/PM Pick-Up Charge:
TXI Mix Code: 8204
% Slump
Yes X
Ticket No.:
Unit Weight
Yield
4.25 inches
No
1141388
PCF
CF/CY
Distribution:
City of Coppell - Gan'eth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Page 1 ..of 5
Test Melhods: ASTM C 31, C 39, C 143, C 173, C 192, ~'C 1064
Engineering Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 67 Job No.: 1598-0018
Project: St. Madn Apartments
Location: Paving - NE side of Bldg. 18, 20' S and 15' W of fire plus
Contractor.
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:.
By Order Of:.
09121/98
35OO psi ~ 28 days
10/1301500 cu. yds.
M. Boone
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM092105
Test Date: 09/28~98
Maximum Load, LBS: 92350
Age When Tested, Days: 7
Compressive Strength, PSi: 3270
Average Strength, PSi: 3310
Type Brealc Conical (U.N.O.)
Remarks:
SM092106
09/28198
94490
7
3340
SM092107
10119198
125120
28
4420
4520
Laboratory Number.
SM092108
10/19198
130280
28
4610
7829
Method of Curing: Field 1 Days, Laboratory FrOmm
Temperature: Ambient 88 °F Mix 95 °F
Time of Sample: 10:05 (AM)/PM
Source of Concrete: TXl
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
09122
Air Content 1.5
Pick-Up Charge:
Mix Code: 8204
Transported By: L. Salvage
% Slump
Yes X
Ticket No.:
Unit Weight
Yield
5.5 Inches
No
1141574
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Page 2~ of 5
Tesl Methods: ASTM C 31, C 39, C 143. C 173, C 192, or C 1064
EBglneerillg Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 67 Job No.:
Project: St. Marin Apartments
Location: Paving - 40' E from fire plus centerline
Of NW Comer and of Bldg. 19
Contractor:
Reported To: EPI - Mark Morris
1598-0018
Date Cast:
Specification:
Quantity Represented:
Sampled B~
By Order Of:.
09/21198
3500 psi (~ 28 days
101230/500 cu. yds.
M. Boone
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM092109
Test Date: 09128/98
Maximum Load, LBS: 100170
Age When Tested, Days: 7
Compressive Strength, PSI: 3540
Average Strength, PSI: 3690
Type Break: Conical (U.N.O.)
Remarks:
SM092110
09~28~98
108330
7
3830
SM092111
10/19/98
136090
28
4810
4790
Labore~ Number
SM092112
10/19/98
134720
28
4760
7830
Method of Curing: Field 1 Days, Laboratory From
!
Temperature: Ambient 88 °F Mix 95 °F
Time of Sample: 11:15 (AM)/PM
Source of Concrete: TXI
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
09/22
Air Content 1.7
Pick-Up Charge:
Mix Code: 8204
Transported By: L. Salvage
°,6 Slump
Yes X
Ticket No.:
Unit Weight
Yield
4.5 Inches
No
1141683
PCF
CFICY
Signed ~, (~
Page
~ol~l~g
::D of 5
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
[nllneeriag Co.
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 67 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - N side of Bldg. 19, 75' W and 20' N from comer
of Drive Center line with NE corner
Contractor.
Reported To: EPI - Mark Morris
Date Cast:
Specittcation:
Quantity Represented:
Sampled B~
By Order Of:.
09/21/98
3500 psi ~ 28 days
1013401500 cu. yds.
M. Boone
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM09211.3
Test Date: 09128/98
Maximum Load, LBS: 84650
Age When Tested, Days: 7
Compressive Strength, PSI: 2990
Average Strength, PSI: 2990
Type Break: Conical (U.N.O.)
Remarks:
SM092114
09/28/98
84350
7
2980
SM092115
10/19198
115010
28
4070
4040
Laboretory Numbe~
SM092116
10/19198
113260
28
4000
7831
Method of Curing: Field 1
Temperature: Ambient 90 °F
Days, Laboratory From 09/22
Mix 95 °F Air Content
Transported By: L. Salvage
2.0 % Slump
6.0 Inches
Time of Sample: 12:30 (AMyPM
Pick-Up Charge: Yes X No
Source of Concrete: TXI
Mix Code: 8204
Ticket No.: 1141817
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Unit Weight
Yield
Signed
PCF
CFiCY
Page 4 of 5
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
~~~~"~~C~ Engineering CB.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 67 Job No.: 1598-0018
Project: St. Matin Apartments
Location: Paving - SE side of Bldg. 6, 10' E and 50' S from SE Comer
Contractor.
Reported To: EPI - Mark Morris
Date Cast
Specification:
Quantity Represented:
Sampled By:.
By Order Of:.
09/21/98
3500 psi ~} 28 days
10/4201500 cu. yds.
M. Boone
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM092117
Test Date: 09~28~98
Maximum Load, LBS: 104160
Age When Tested, Days: 7
Compressive Strength, PSI: 3680
Average Strength, PSI: 3740
Type Break: Conical (U.N.O.)
Remarks:
Laboratory Number.
SM092118 SM092119 SM092120
09/28/98 10/19/98 10/19/98
107460 129330 138470
7 28 28
3800 4570 4900
4740
7832
Method of Curing: Field 1
Temperature: Ambient 93 °F
Time of Sample: 2:30 AM/(PM)
Source of Concrete: TXI
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Days, Laboratory From
Mix 95 °F Air Content 1.9
Pick-Up Charge:
Mix Code: 8204
09122 Transported By: L. Salvage
% Slump
Yes X
Ticket No.:
Unit Weight
Yield
4.75 Inches
No
1141991
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
%. .
Page 5 of 5
Test Methods: 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.: 1598-0018
Project~ St. Matin Apartments
Location: Paving 58' S of SE Comer of Building 12
Contractor:
Reported To:
Date Cast:
Specir~ation:
Qu'ant~ty Represented:
SamPled By.
By Order Off.
10/15/98
3500 psi ~ 28 days
10150/350 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 28
Compressive Strength, PSI: 3500
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM101502
11/1 2/98
SM101503
11/12/98
28 Hold
Laboratory Numbec
SM101504
8149
Method of Curing: Field
Temperature: Ambient
Time of Sample: 4:50
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
1 Days, Laboratory From 10-16 Transported By:
66 °F Mix 92' °F' Air Content 3.9 %
(AM)/PM Pick-Up Charge: Yes
TXI Mix Code: 8204
L. Salvage
Slump 7.5
No X
Ticket No.:
Unit Weight
Yield
Inches
1159999
PCF
CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed
Page
I of 3
Test Methods: 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 45' S of SE Corner of Building 14
Contractor:
Reported To:
1598-0018
Date Cast: 10/15/98
Specification: 3500 psi (~ 28 days
Quantity Represented: 10/120/350 cu.
Sampled By: L. Salvage
By Order Of:
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM101505
Test Date: 10/22/98
Maximum Load, LBS: 96790
Age When Tested, Days: 7 28
Compressive Strength, PSh 3420
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
SM101506
11/12/98
SM 101507
11/12/98
28 Hold
Laboratory Number:
SM101508
8150
Method of Curing: Field
Temperature: Ambient
Time of Sample: 6:30
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
1
66 °F
(AM)/PM
TXI
Days, LaboratorY From
Mix 96 °F
10-16 Transported By:
Air Content 4.4 %
Pick-Up Charge: Yes
Mix Code: 8204
L. Salvage
Slump 5.5
No
Ticket No.:
Unit Weight
Yield
inches
1160110
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AEcc, Inc. - Mark Gottschalt
Signed
2 of 3
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
92(X) King Arthur Drive
Dallas, Texas 75247-3610
Phorm 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 Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:.
10115/98
3500 psi ~ 28 days
10/210150 cu. yds.
L. Salvage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM~ 01509
Test Date: 10/22/98
Maximum Load, LBS: 88850
Age When Tested, Days: 7 28
Compressive Strength, PSI: 3140
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM101510
11/12/98
SM101511
11/12/98
28 Hold
Laboratory Number.
SM101512
8151
Method of Curing: Field
Temperature: Ambient
Time of Sample: 8:15
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
1 Days, Laboratory From 10-16 Transported By:
68 °F Mix 98 °F Air Content 4.7 %
(AM)/PM Pick-Up Charge: Yes
TXI Mix Code: 8204
L. Salvage
Slump 5.5
No
Ticket No.:
Unit Weight
Yield
Inches
1160237
PCF
CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed
G ' '
Page 3 of
Tesl Methods: ASTM C 31, C 39, C 143. C 173, C 192, or C 1064