Gunner Sub-LR 981117 (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
Project: St. Marin Apartments
Location: Paving - 20' E and 45' S of NE comer Bldg 15
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specifica~on:
Quantity Represented:
Sampled By.
By Order Off.
10/13/98
3500 psi ~} 28 days
10130/350 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM101'301
Test Date: 10~20/98
Maximum Load, LBS: 97060
Age When Tested, Days: 7
Compressive Strength, PSI: 3440
Average Strength, PSI:
Type Breal~ Conical (U.N.O.)
Remarks:
SM101302
11/10/98
124050
28
4390
4410
SM101303
11/10/98
125160
28
4430
Laboratory Number.
SM101304
Hold
8088
Method of Curing:
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse A~gregate:
Water.
Cement:
Fly Ash:
Admixture(s):
Field 1
76 °F
4:30 ( AM)/PM
TXl/Plant 31
Days, Laboratory From
Mix 94 °F
10114
Air Content
Pick-Up Charge:
Mix Code: 8204
3.6
Transported By: L. Savage
% Slump 7 Inches
Yes X No
Ticket No.: 1157533
Unit Weight PCF
Yield CFICY
· Distribution:
City of Coppell - Garmth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Page 1 of 4
Te~t MMhod~: ASTM C 31, G 3~, C 143, C 173, C 192, ~' C 1064
· · ,fg, tj2"YgC, l alii.emi
0200 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'c St. Matin Apartments
Location: Paving -40'E of SE of comer Bldg 15
ContTactor.
Reported To: EPI - Mark Morris
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
1598-0018
Date Ca~: 10113198
Specification: 3500 psi ~ 28 days
Quantify Represented: 10/120/350 cu. yds.
Sampled By. L. Savage
By Order Off.
Labo, a[ory Number. 8089
Field Number: SM101305
Test Date: 10/20/98
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
133120
28
4710
47OO
Method of Curing:
SM101307
11/10/98
132330
28
4680
SM101308
Hold
Field I Days, Laboratory From 10/14
T~sported By: L. Savage
Temperature: Ambient 76 °F
Time of Sample: 5:40 ( AM)/PM
Source of Concrete: TXl/Plant 31
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
Mix 96
Air Content
Pick-Up Charge:
Mix Code: 8204
4.0 % Slump 5.5
Yes X No
Ticket No.: 1157582
Unit Weight
Yield
Distribution: City of Coppell - Garreth Campbell
Inches
PCF
CF/CY
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed ' '~
Page 2 of
4
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 - 50' W and 30' S of SW comer Bldg 17
Contractor:.
Reported To: EPI - Mark Morris
Date Cas~
Speciflca~on:
Quantity Represented:
Sampled By:.
By Order Of:.
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
10113198
3500 psi ~} 28 days
101230/350 cu. yds.
L. Savage
Laboratory Number: 8090
Field Numben SM101309
Test Date: 10/20198
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
114960
28
4070
4100
Method of Curing:
SM101311
11/10/98
116490
28
4120
SM101312
Hold
Field I Days, Laboratory From 10114
Transported By: L. Savage
Temperature: Ambient 74 °F
Time of Sample: 7:45 ( AM)/PM
Source of concrete: TXl/Plant 31
Fine Aggregate:
Coarse Aggregate:
Water:.
Cement:
Fly Ash:
Admixture(s):
Mix 94 °F
Air content 4.1
Pick-Up Charge:
Mix Code: 8204
% SlumP' 5.5 Inches'
Yes X No
Ticket No.: 1157662
Unit Weight PCF
Yield CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Page 3 ,,of~
4
Te~t Medtod~: ASTM C 31, C 39. C 143, C 173, C 192, °r 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. Matin Apartments
Location: Paving - 20' W and 30' S of SW comer of Bldg 21
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
10/300/350 cu. yds.
L. Savage
Laboratory Number. 8091
Field Number: SM10i313 SM101314
Test Date: 10/20/98 11111/98
Maximum Load, LBS: 84240 112080
Age When Tested, Days: 7 28
Compressive Strength, PSI: 2980 3960
Average Strength, PSI: 4020
Type Break: Conical (U.N.O.)
Remarks:
SM101315
11/10/98
115120
28
4070
SM101316
Hold
Method of Curing:
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
Field 1
74 °F
9:00 ( AM)/PM
'l'Xl/Plant 31
Days, Laboratory From
Mb( 94 °F
10114
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
Page 4 of 4
Te~t Melhodt ASTM C 31, C 3~, C 143, C 173, C 192, ~' C 1064