Gunner Sub-LR 981210 'ar 'C,,Jr'/Eallaeerl,l GL
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 94 JobNo.: 1598-0018
Date Cast
Project: St. Matin Apartments
Speciticalion:
Location: Paving - 50' W X 10' N of NW comer of Bldg. 11
Quantity Represented:
Contractor:
Sampled By:.
Reported To:
By Order 0~.
10/29198
3500 psi (~ 28 days
10/40/250 cu. yds.
L. Salvage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM102901 SM102903
Test Date: 11/05/98 11/26/98
Maximum Load, LBS: 89720 119620
Age When Tested, Days: 7 28
Compressive Strength, PSI: 3170 4230
Average Strength, PSI: 4250
Type Break: Conical (U.N.O.)
Remarks:
SM102902
11/26/98
120490
28
4260
Laboratory Number. 8329
SM 102904
Hold
Method of Curing: Field
Temperature: Ambient
Time of Sample: 4:45
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
'Fly Ash:
Admixture(s):
1
57 °F
(AM)/PM
TXI
Days, Laboratory From 10/30 Transported By: R. Mannette
Mix 72 °F Air Content 4.1 % Slump 6.0 Inches
Pick-Up Charge: Yes X No
Mix Code: 8204 Ticket No.: 1170451
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 2
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192. o~ C 1064
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 94 Job No.:
Project: St. Marin Apartments
Location: Paving - 20' E of NE comer of Bldg. 11
Contractor.
Reported To:
1598-0018
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of;.
10/29/98
3500 psi (~ 28 days
10/170/250 cu. yds.
L. Salvage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM102905
Test Date: 11/05/98
Maximum Load, LBS: 90520
Age When Tested, Days: 7
Compressive Strength, PSI: 3200
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 1
$M102906
11/26~98
114760
28
4060
4020
SM102907
11/26/98
112360
28
3970
Laborato~ Number.
SM102908
Hold
833O
Days, Laboratory From i
~ 10/30
Transported By:
R. Manneffe
Temperature: Ambient
Time of Sample: 8:10
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
63 °F
(AM)/PM
TXI
Mix 76 °F
Air Content 3.7 % Slump 6.0 Inches
Pick-Up Charge:'Yes X No
Mix Code: 8204 Ticket No.: 1170717
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 2
Test Methods: ASTM C 31, C 39. C 143. C 173. C 192, or C 1064