Gunner Sub-LR 981103 (2) 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 83 Job No.: 1598-0018
Projec'c St. Marin Apartments
Location: Paving - 20' E and 45' S of NE comer Bldg 15
Contractor.
Reported To: EPI - Mark Morris
Date Ca~
Specification:
Quant~y Represented:
Sampled By:.
By Order Of:.
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
10113/98
3500 psi ~ 28 days
10/30/350 cu. yds.
L. Savage
Laboratory Number:. 8088
Field Number: SM1013-01
Test Date: 10120/98
Maximum Load, LBS: 97060
Age When Tested, Days: 7
CompressiVe Strength, PSi: 3440
Average Strength, PSI:
Type Brealc Conical (U.N.O.)
Remarks:
SM101302
11/10/98
SM101303
11110/98
28 28 Hold
SM101304
Method of Curing: Field I Days, Laboratory From 10/14
Transported By: L. Savage
Temperature: Ambient 76 °F Mix 94
Time of Sample: 4:30 ( AM)/PM
Source of Concrete:
TXI/Plant 31
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Maflock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschait
~F
Air Content
Pick-Up Charge:
Mix Code: 8204
3.6
% Slump 7
Yes X No
Ticket No.: 1157533
Unit Weight
Yield
Inches
PCF
CFICY
Signed
Page 1 of
Te~l Maho~ ASTM C 31, C 39, C 143, C 173, C 192. M C 1064
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 83 Job No.:
Projec~ St. Marin Apartments
Location: Paving - 40' E of SE of comer Bldg 15
Contractor.
Reported To: EPI - Mark Morris
1598-0018
Date Ca~c
Spedfication:
Quantity Represented:
Sampled By:.
By Order Of;.
1 0/13/98
3500 psi ~ 28 days
10/120/350 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number:. SM1013.05
Test Date: 10/20198
Maximum Load, LBS: 97400
Age When Tested, Days: 7
Compressive Strength, PSI: 3440
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM101306
11/10~98
SM101307
11/10/98
28
Laboratory Number.
SM101308
Hold
8O89
Method of Curing: Field 1 Days, Laboratory From
Temperature: Ambient 76 °F Mix 96 '~°F
Time of Sample: 5:40 ( AM)/PM
Source of Concrete:
TXI/Plant 31
Fine Aggregate:
Coarse Aggregate:
Water:.
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
10/14
Air Content
Pick-Up Charge:
Mix Code: 8204
4.0
Transported By: L. Savage
% Slump 5.5 Inches
Yes X No
Ticket No.: 1157582
Unit Weight PCF
Yield CF/CY
Sign ~ '
Page 2 of
Test Melhods: ASTM C 31, C 39, C 1,13, 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.: 83 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 50' W and 30' S of SW corner Bldg 17
Contractor.
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:.
By Order Of:.
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
10113/98
3500 psi ~ 28 days
10/230/350 cu. yds.
L. Savage
Laboratory Number:. 8090
Field Number:. SM10i. 309
Test Date: 10/20/98
Maximum Load, LBS: 86080
Age When Tested, Days: 7
Compressive Strength, PSI: 3040
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM101310
11/10/98
SM101311
11110/98
28 28 Hold
SM101312
Method of Curing: Field 1 Days, Laboratory From 10/14
Transported By: g Savage
Temperature: Ambient 74 °F Mix 94 ' °F
Time of Sample: 7:45 ( AM)/PM
Source of Concrete: 'l'XllPlant 31
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Air Content 4.1
Pick-Up Charge:
Mix Code: 8204
% Slump 5.5 Inches
Yes X No
Ticket No.: 1157662
Unit Weight
Yield
Signed ~ ~ ' '
Page 3 of
PCF
CFICY
4
Te~t Mellx~: ASTM C 31, C 39, C 1'13. C 173. C 192. or C 1064
9200 King Arihur Drive
Dallas, Texas 75247-3610
Phone 214/631.4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 83 Job No.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 20' W and 30' S of SW comer of Bldg 21
Contractor.
Reported To: EPI - Mark Morris
Date Cast:
Specilicet~n:
Quanta/Represented:
Sampled B~.
By Order ~
10113/98
3500 psi ~ 28 days
101300/350 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Numbe~. SM1013.13
Test Date: 10120/98
Maximum Load, LBS: 84240
Age When Tested, Days: 7
Compressive Strength, PSI: 2980
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
SM 101314
11/11/98
28
SM101315
11110/98
28
Laboratory Numbac.
SM101316
Hold
8091
Method of Curing: Field
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine A~]gregate:
Coarse Aggregate:
Water:.
Cement:
Fly Ash:
Admixture(s):
I Days, Laboratory From
74 °F Mix 94 °F
9:00 ( AM)/PM
TXI/Plant 31
10/14
Air Content
Pick-Up Charge:
Mix Code: 8204
4.1
Transported By: L. Savage
% Slump 5.5 Inches
Yes X No
Ticket No.: 1157841
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 4 of
Ta~t ~: ASTM C 31. C 39, C 1,13. C 173. C 192, or C 1064