Gunner Sub-LR 981003 (2) 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214;631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 64 Job No.:
Project: St. Marin Apartments
Location: Paving 7' S X 20' E of SW Comer Pad 5
Contractor:
Reported To: EPI - Mark Morris
1598-0018
Date Cast:.
Specification:
Quantity Represented:
Sampled By:
By Order Of:
09/15/98
3000 psi (~ 28 days
10/40/250 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM091501
Test Date: 09/22/98
Maximum Load, LBS: 80410
Age When Tested, Days: 7
Compressive Strength, PSh 2840
Average Strength, PSI: 2860
Type Break: Conical (U.N.O.)
Remarks:
SM091502 SM091503
09~2/98 10/13/98
81490
7 28
2880
Laboratory Number.
SM091504
10/13/98
28
7791
Method of Curing: Field
Temperature: Ambient
Time of Sample: 7:55
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
3
78 °F
(AM)/PM
TXI 31
Days, Laboratory From 09/18 Transported By:
Mix 86 °F Air Content 4.9 %
Pick-Up Charge:
Mix Code: 8203
L. Savage
Slump
Yes X
Ticket No.:
Unit Weight
Yield
4.5 Inches
No
1138817
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed
Page. 1 of 3
Te~l Nlelhods: ASTM C 31, C 39, C 143, C 173, C 192, ~ 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.: 64 Job No.:
Project:. St. Marin Apartments
Location: Paving - 45' N E of NE comer Bldg. 19
Contractor:
Reported To: EPI - Mark Morris
1598-0018
Date Cast: 09/15/98
Specification: 3000 psi (~l 28 days
Quantity Represented: 10/150/250 cu. Yds.
Sampled By;. L. Savage
By Order Of:
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number:. SM091505
Test Date: 09/22/98
Maximum Load, LBS: 109810
Age When Tested, Days: 7
Compressive Strength, PSI: 3880
Average Strength, PSi: 3900
Type Break: Conical (U.N.O.)
Remarks:
SM091506
09/22/98
100760
7
3920
SM091507
10/13/98
28
Laboratory Number.
SM091508
10/13/98
28
7792
Method of Curing: Field
Temperature: Ambient
Time of Sample: 10:00
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
3
76 °F
(AM)/PM
TXI
Days, Laboratory From
Mb( 94 °F
09/18 Transported By:
Air Content 4.3 %
Pick-Up Charge:
Mix Code: 8203
L. Savage
Slump 7.0 Inches
Yes X No
Ticket No.: 1138960
Unit Weight PCF
Yield CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Page 2 ...of
3
Ted Melh(xls: As'rM C 31, C 39, C 143, C 173, C 192, ~x C 1064
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 21.~'631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No,: 64 JobNo.: 1598-0018
Project: St. Matin Apartments
Location: Paving 15' S X 40' E of NE corner Pad 19
Contractor;
Reported To: EPI - Mark Morris
Date Cast:. 09/15/98
Specification: 3000 psi (~ 28 days
Quantity Represented: 10/210/250 cu. Yds.
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Sampled By: S. Spinks
By Order Of:
Laboratory Number: 7793
Field Number: SM091509
Test Date: 09/22/98
Maximum Load, LBS: 62610
Age When Tested, Days: 7
Compressive Strength, PSh 2210
Average Strength, PSI: 2290
Type Break: Conical (U.N.O.)
Remarks:
SM091510 SM091511 SM091512
09/22/98 10/13/98 10/13/98
66730
7 28 28
2360
Method of Curing: Field
Temperature: Ambient
Time of Sample:
Source of Concrete: TXl 31
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
3 Days, Laboratory From
83 °F Mb( 89 °F
(AM)/PM
09118 Transported By:
Air Content 4.7 %
Pick-Up Charge: X
Mix Code: 8203
L. Savage
Slump 5.75 Inches
Yes No
Ticket No.: 1139239
Unit Weight PCF
Yield CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed
%.
Pa 3 of 3
Te~t Idethods: AS'tM C 31, C 39, C 143, C 173, C 192, er C 1064