Gunner Sub-LR 981003 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 66 Job No.:
p ·
mer Bldg. 7
Contractor:
Reported To: EPI - Mark Morris
1598-0018
Date Cast:
SpecificaUon:
Quantity Represented:
Sampled By:
By Order Of:.
09/18/98
3000 psi(~28 days
10/50/400 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM091801
Test Date: 09/25/98
Maximum Load, LBS: 64900
Age When Tested, Days: 7
Compressive Strength, PSI: 2300
Average Strength, PSI: 2260
Type Break: Conical (U.N.O.)
Remarks:
SM091802 SM091803
09/25/98 10/16/98
6287O
7 28
2220
Laboratory Number.
SM091804
10/16/98
28
7799
Method of Curing: Field 3
Temperature: Ambient 74 °F
Time of Sample: 5:20 (AMyPM
Source of Concrete: TXI
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Days, Laboratory From 09/21
Mix 88 °F Air Content 3.9
Pick-Up Charge:
Mix Code: 8203
Transported By:
%
Unit Weight
Yield
M. Boone
Slump 8.5 Inches
Yes No X
Ticket No.: 1140183
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed ~ G ' *
Page 1 . . of 4
Test Idetho4s: ASTM C 31. C 39. C 1,13. C 173. C 192. ¢x C 1064
9200 King Arthur Drive
Da,as, Texas 75247-3610
Phone 214'631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 66 Job No.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 40' W and 45' S of SE comer Bldg. 7
Contractor:
Reported To: EPI - Mark Morris
Date Cast
Specification:
Quantity Represented:
Sampled By.
By Order Of:
09/18/98
3000 psi ~;~ 28 days
10/110/400 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM091805 SM091806
Test Date: 09/25/98 09/25/98
Maximum Load, LBS: 55380 58640
Age When Tested, Days: 7 7
Compressive Strength, PSI: 1960 2070
Average Strength, PSI: 2020
Type Break: Conical (U.N.O.)
Remarks:
$M091807
'10/16/98
Laboratory Number.
SM091808
10/16/98
28 28
Seven day compressive strength test indicate that the 28 day strengths will be marginal.
7800
Method of Curing: Field 3 Days, Laboratory From
Temperature: Ambient 74 °F Mix 88 °F
Time of Sample: 6:45 (AM)/PM
Source of Concrete: TXI
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
09/21 Transported By: M. Boone
Air Content 4.2 % Slump
Pick-Up Charge: Yes X
Mix Code: 8203 'ricket No.:
Unit Weight
Yield
11.5 Inches
No
1140206
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
%
sig'neu' ' '
Page:~ of 4
Te~l Melhods:ASTM C 31, C 39, C 143. C 173, C 192, C 231 and C 1064
Engineering Ce.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214~'631-4372 F~x 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 66 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 40' N and 40' E of SE comer Bldg. 19
Contractor:
Reported To: EPI - Mark Morris
Date Cast:.
Specification:
Quantity Represented:
Sampled B~
By Order Of:
09/18/98
3000 psi ~ 28 days
10/200/350 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Areao28.27 SQ. IN.
Field Number: SM091809
Test Date: 09/25/98
Maximum Load, LBS: 73260
Age When Tested, Days: 7
Compressive Strength, PSI: 2590
Average Strength, PSI: 2570
Type Break: Conical (U.N.O.)
Remarks:
SM091810
09/25/98
71690
7
2540
SM091811
10/16/98
28
Laboratory Number:
SM091812
10/16/98
28
7801
Method of Curing: Field 3
Temperature: Ambient 80 °F
Time of Sample: 9:30 (AM)/PM
Source of Concrete: TXI
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
Days, Laboratory From
Mix 90 °F
09/21 Transported By: M. Boone
Air Content 4.7 % Slump 6.5 Inches
Pick-Up Charge: Yes X No
Mix Code: 8203 Ticket No.: 1140529
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 3 of 4
Test Methods: A,~TM C 31, C 39, C 143, C 173, C 192, or C 1064
Engineering Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 66 Job No.: 1598-0018
Project: St. Matin Apartments
Location: Paving - 50'E and 20' S of SE comer Bldg. 19
Contractor:
Reported To: EPi - Mark Morris
Date Cast 09/18/98
Specification: 3000 psi ~ 28 days
Quantity Represented: 10/310/320 cu. yds.
Sampled By:. L. Savage
By Order Of:.
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number: SM091813
Test Date: 09125/98
Maximum Load, LBS: 84120
Age When Tested, Days: 7
Compressive Strength, PSI: 2980
Average Strength, PSI: 2880
Type Break: Conical (U.N.O.)
Remarks:
SM091814
09~25~98
7827O
7
2770
SM091815
10/16198
28
Laboratory Number:
SM091816
10/16/98
28
7802
Method of Curing: Field 3 Days, Laboratory From
Temperature: Ambient 83 °F Mix 90 °F
Time of Sample: 11:30 (AMyPM
Source of Concrete: TXI
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
09/21 Transported By: M. Boone
Air Content 3.8 % Slump 5.5 Inches
Pick-Up Charge: Yes No X
Mix Code: 8203 Ticket No.: 1140753
Unit Weight PCF
Yield CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed (~ Pag~e 4 of,~
Te~l Melhods: ASTM C 31, C 39, C 143, C 173, C 192, otC 1064