Gunner Sub-LR 981119 (2) 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.:
Project: St. Marin Apartments
Location: Paving 20' W and 20' S of SW Comer
of Building 3
Contractor:
Reported To:
1598-0018
Date Cast:
Specification:
Quantity Represented:
Sampled By:.
By Order Of;.
10/20/98
3500psi(~28 days
10/301300cu. yds.
L. Salvage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: St Mar 1 SM101501
Test Date: 10/27/98
Maximum Load, LBS: 100230
Age When Tested, Days: 7
Compressive Strength, PSI: 3540
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM101502
11/17/98
134870
28
4770
476O
SM101503
11/17/98
133920
28
4740
Laboratory Number:
SM 101504
Hold
8209
Method of Curing: Field
Temperature: Ambient
Time of Sample: 4:55
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
2 Days, Laboratory From
58 °F Mix 74. °F
(AM)/PM
TXI
10-22 Transported By: L. Salvage
Air Content 4.6 % Slump 5.0 Inches
Pick-Up Charge: Yes No X
Mix Code: 8204 Ticket No.: 1163489
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 1 of
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, orC 1064
I BG'.JG EIIIleerlll Gl.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4.380
CONCRETE COMPRESSION TEST REPORT
Report No.: 88 Job No.: 1598-0018
Project: St. Madn Apartments
Location: Paving 60' E and 5' N of NW Comer
of Building 9
Contractor:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
Reported To:
By Order Of:.
10/20/98
3500 psi (~ 28 days
101130/300 cu. yds.
L. Salvage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: St. Mar 2 SM101505 SM101506
Test Date: 10/27/98 11/17/98
Maximum Load, LBS: 86780 118600
Age When Tested, Days: 7 28
Compressive Strength, PSI: 3070 4200
Average Strength, PSI: 4360
Type Break: Conical (U.N.O.)
Remarks:
SM101507
11/17/98
127870
28
4520
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):
Days, Laboratory From
62 °F Mix 72.°F
(AM)/PM
TXI
Transported By:
Air Content 4.3 % Slump
Pick-Up Charge: Yes No
Mix Code: 8204 Ticket No.:
Unit Weight
Yield
7.5 Inches
1163616
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signal (~ G
Page
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, or C 1064
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