Gunner Sub-LR 980915[nglneerlag Ce.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 59 JobNo.: 1598-0018
Project St. Marin Apartments
Location: Paving - 30' S and 5' E of SE Comer of Building 2
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled B~.
By Order Of:
09/02/98
3500 psi (~ 28 days
10/30/320 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ, IN.
Field Number: SM090201
Test Date: 09/09/98
Maximum Load, LBS: 95130
Age When Tested, Days: 7
Compressive Strength, PSh 3360
Average Strength, PSi: 3330
Type Break: Conical (U.N.O.)
Remarks:
SM090202
09/09~98
93420
7
3300
SM090203
09/30/98
28
Laboratory Number.
SM090204
09/30/98
28
7666
Method of Curing: Field
Temperature: Ambient
Time of Sample: 4:35
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
2 Days, Laboratory From
84 °F Mix 102 °F
(AM)/PM
TXI
09/02 Transported By:
Air Content 4.5 %
Pick-Up Charge: X
Mix Code: 8204
Unit Weight
Yield
M. Boone
Slump 5.0
Yes No
Ticket No.:
Inches
1131208
PCF
CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed G ~
Page 1 of.
3
Test Methods: ASTM C 31. C 39, C 143, C 173, C 192, or C 1064
Eflglfleering Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 59 Job No.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 30' S of SE Comer of Building 2
Contractor:
Reported To: EPI - Mark Morals
Date Cast:
Specifica~on:
Q u antity Represented:
Sampled BT.
By Order Of:
09/02/98
3500 psi (~ 28 days
10/110/320 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM090205
Test Date: 09/09/98
Maximum Load, LBS: 87100
Age When Tested, Days: 7
Compressive Strength, PSI: 3080
Average Strength, PSI: 3140
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing:
SM090206
09/09/98
90640
7
3200
SM090207
09/30/98
28
Field 2 Days, Laboratory From
Laboratory Number.
SM090208
09/30/98
28
09/02 Transported By: M. Boone
7667
Temperature: Ambient 85 °F Mix 96 °F
Time of Sample: 7:35 (AM)/PM
Source of Concrete: TXI
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
Dis;.rlbution:
Air Content 4.8 % Slump 5.5 Inches
Pick-Up Charge: X Yes No
Mix Code: 8204 Ticket No.: 1131410
Unit Weight PCF
Yield CF/CY
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed ~ 6
Page ....2 of,... 3,
Ter, t Mellxx~: 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.: 59 Job No.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 60' W and 60' S of SE Comer of Building 2
Contractor:
Reported To: EPI - Mark Morris
Date Cas~:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
09/02/98
3500 psi (t~ 28 days
10/200/200 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM090209
Test Date: 09/09/98
Maximum Load, LBS: 80550
Age When Tested, Days: 7
Compressive Strength, PSI: 2850
Average Strength, PSI: 2860
Type Break: Conical (U.N.O.)
Remarks:
SM090210
09/09/98
80870
7
2860
SM090211
09/30/98
28
Laboratory Number.
SM090212
09~30/98
28
7668
Method of Curing: Field
Temperature: Ambient
Time of Sample: 9:30
Source of Concrete: TXI
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
2 Days, Laboratory From
87 °F Mix 101 °F
(AM)/PM
09/02 Transported By: M. Boone
Air Content 5.2 % Slump 6.0 Inches
Pick-Up Charge: X Yes No
Mix Code: 8204 Ticket No.: 1131663
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
Te~t Methods: ASTM C 31, C 39, C 143, C 173, C 192, otc 1064