Gunner Sub-LR 981021[allaeeriag Ce.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380 ORT
CONCRETE COMPRESSION TEST REP
Report No.: 63 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 70' N and 30' E of SE Corner of Pad 5
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
09/11/98
3500 psi ~ 28 days
10/220/350 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM091105
Test Date: 09/18/98
Maximum Load, LBS: 88120
Age When Tested, Days: 7
Compressive Strength, PSh 3120
Average Strength, PSI: 3100
Type Break: Conical (U.N.O.)
Remarks:
SM091106
09/18/98
8715O
7
3080
SM091107
10/08/98
114790
28
4060
4120
Laboratory Number:
SM091108
10/08/98
11782O
28
4170
7778
Method of Curing: Field
Temperature: Ambient
Time of Sample: 9:35
Source of Concrete: TXI
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
1 Days, Laboratory From
79 °F Mix 86 °F
(AM)/PM
09/12 Transported By:
Air Content 3.9 %
Pick-Up Charge: X
Mix Code: 8204
Unit Weight
Yield
S. Spinks
Slump 8.5 Inches
Yes No
Ticket No.: 1138287
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
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9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/63~.438QoRT
CONCRETE COMPRESSlONTEST REP
Report No.: 63 Job No.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 7' N and 35' W of NW Corner of Pad 8
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
09111/98
3500 psi (~ 28 days
10/130~350 cu. yds.
S. Spinks
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM091109
Test Date: 09/18/98
Maximum Load, LBS: 93180
Age When Tested, Days: 7
Compressive Strength, PSI: 3300
Average Strength, PSh 3290
Type Break: Conical (U.N.O.)
Remarks:
Laboratory Number:
SM091110 SM091111 SM091112
09/18~98 10/08/98 10/08/98
92960 114790 117820
7 28 28
3290 4060 4170
4120
7777
Method of Curing: Field
Temperature: Ambient
Time of Sample: 7:15
Source of Concrete: TXl
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
1 Days, Laboratory From
76 °F Mix 86 °F
(AM)/PM
09/12 Transported By: S. Spinks
Air Content 4.0 % Slump 8.0 Inches
Pick-Up Charge: X Yes No
Mix Code: 8204 Ticket No.: 1137955
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 3 of
3
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064