Gunner Sub-LR 981117 (3)jr,J hglaeerlag co.
9200 King Arlhur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 79
Project: St. Marin Apadments
Location:
Contractor.
Reported To: EPI - Mark Morris
Job No.: 1598-0018
Date Cast:
Specificalion:
· Quantity Represented:
Sampled BT.
By Order Of:.
10/12/98
3500 psi ~} 28 days
N/A
Contractor
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: $M101201
Test Date: 10/19198
Maximum Load, LBS: 75380
Age When Tested, Days: 7
Compressive Strength, PSi: 2670
Average Strength, PSI: 2630
Type Break: Conical (U.N.O.)
SM!01202
10/19/98
73250
7
259O
Remarks: Cylinders and information provided by others.
SM101203
11/09/98
10O550
28
356O
362O
Laboratory Number:.
SM101204
11/09198
103430
28
367O
8O76
Method of Curing: Field
Temperature: Ambient
Time of Sample: N/A
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
Distribution:
1
N/A
AM/PM
TXl
oF
Days, Labo .ratory From 10/13
Mix N/A °F Air Content N/A %
Pick-Up Charge: Yes No
Mix Code: N/A
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc.- Mark Gottschalt
Sig~-ed : [
Transported BT. L. Savage
Slump N/A Inches
X
Ticket No.: N/A
Unit Weight
Yield
PCF
CFICY
Page 1 of 4
Teat Method~: AS'TI4 C 31. C 38, C 143, C 173, C 192, o~ C 1064
bllllm l Gl.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 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 B~.
By Order Off.
10112/98
3500 psi {~ 28 days
101180/350 cu. yds.
Contractor
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number:. SM101205
Test Date: 10/19/98
Maximum Load, LBS: 75630
Age When Tested, Days: 7
CompressNe Strength, PSI: 2670
Average Strength, PSI: 2670
Type Break: Conical (U.N.O.)
SM101206
10/19/98
75220
7
2660
Remarks: Cylinders and information provided by others.
SM101207
11/09/98
111310
28
3940
3880
Laboratory Number.
SM101208
11/09/98
107680
28
3810
8O77
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 '=F
AM/PM
TXI
Days, Labo.mtory From 10/13
Mix N/A °F Air Content N/A
Pick-Up Charge: Yes
Mix Code: N/A
Transported I~. L. Savage
Slump N/A Inches
X No
Ticket No.: N/A
Unit weight PCF
Yield CF/CY
Distribution:
City of Col)pall - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed :: G <~ ' ':
Page 2 of,
Telt MMho~: ASTM C 31, C 3~, C 143, C 173, C 192, MC 1~4
2'YB'c, ilr'j EIIIgBerlll CL
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 79 Job NO.: 1598-0018
Project St. Marin Apartments
Location: Paving 50' E and 15'N of SE Comer of Bldg. 16
Contractor.
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By.
By Order Of:.
10/12/98
3500 psi ~ 28 days
101220/350 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number. SM10i'209
Test Date: 10/19/98
Maximum Load, LBS: 66790
Age When Tested, Days: 7
Compressive Strength, PSI: 2360
Average Strength, PSI: 2350
Type Braalc Conical (U.N.O.)
Remarks:
$M!01210
10/19/98
66330
7
2340
SM101211
11109/98
1O0640
28
3560
359O
Laboratory Number:.
SM101212
11109198
102050
28
3610
8078
Method of Curing: Field
Temperature: Ambient
Time of Sample: 8:35
Source of Concrete:
Fine Aggregate:
Coame Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
1
76 °F
(AM)mM
TXI
Days, Labo .mtcmj From
Mix 92 °F
10/13
Air Content 5.1
Pick-Up Charge: Yes
Mix Code: 8203
Transported By:
% Slump
No X
Unit Weight
Yield
L. Savage
6.5 Inches
1156649
PCF
CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc, - Mark Gottschalt
Signed · 4~ ~
Page
3 of 4
Te~t Ma~ed~: ASTM C 31, C 38, C 143, C 173, C 192, ~'C 1064
9200 King Adhur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
ReportNo.: 79 JobNo.: 1598-0018
Projec~ St. Marin Apartments
Location: Paving 25' S and 25'E of NE Comer of Bldg. 15
Contractor.
Reported To: EPI - Mark Morris
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Date Cast:
Specification:
· Quantity Represented:
Sampled B~.
By Order Of:.
10/12/g8
3500 psi ~ 28 days
10/300/350 cu. yds.
L. Savage
Laboratory Number. 8079
Field Number.
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field '1
Temperature: Ambient 82 °F
Time of Sample: 10:35 (AM)/PM
Source of Concrete: TXl
Fine Aggregate:
Coarse Aggregate;
Water:.
Fly Ash:
Admixture(s):
SM101213 SM101214 8M101215
10/19198 10/19198 11/09/98
63710 60250 99510
7 7 28
2250 2130 3520
2190 3540
SM101216
11/09/98
100360
28
355O
Days, Labo(atory From 10t13
Mix 96 °F Air Content 4.1 %
Pick-Up Charge: Yes
Mix Code: 8203
Transported By: L. Savage
Slump 9.5 InChes
No X
Ticke~ No.: 1156800
Unit Weight.
Yield
PCF
cF/Cy
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennle
AECC, Inc. - Mark Gottschalt
Page 4 of'
Teet Melhods: ASTM C 31, C 38, C 143, C 173, C 192, ~x C 1064