Gunner Sub-LR 981002 (2) 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 59 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 30' S and 5' E of SE Comer of Building 2
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
09/02/98
3500 psi (l~ 28 days
10130/320 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number. SM090201
Test Date: 09/09/98
Maximum Load, LBS: 95130
Age When Tested, Days: 7
Compressive Strength, PSI: 3360
Average Strength, PSI: 3330
Type Break: Conical (U.N.O.)
Remarks:
Laboratory Number:
SM090202 SM090203 SM090204
09/09/98 09/30/98 09/30~98
93420 131530 128530
7 28 28
3300 4650 4550
4600
Compressive strength complies with specifications.
7666
Method of Curing: Field
Temperature: Ambient
Time of Sample: 4:35
Source of Concrete: TXI
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
2
84 °F
(AM)/PM
Days, Laboratory From 09/02 Transported By:
Mix 102 °F Air Content 4.5 %
Pick-Up Charge: X
Mix Code: 8204
Unit Weight
Yield
M. Boone
Slump 5.0 Inches
Yes No
Ticket No.: 1131208
PCF
CF/CY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschalt
Signed (~
Page
Tesl Melhods: ASTM C 31, C 39; C 143, C 173, C 192, or C 1064
Engineering Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 21~ 631.4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 59 Job No.: 1598-0018
Project; St. Marin Apartments
Location: Paving - 30' S of SE Comer of Building 2
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
09/02/98
3500 psi (~ 28 days
10/110/320 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number. SM090205
Test Date: 09/09/98
Maximum Load, LBS: 87100
Age When Tested, Days: 7
Compressive Strength, PSI: 3080
Average Strength, PSI: 3140
Type Break: Conical (U.N.O.)
Remarks:
SM090206
09/09/98
90640
7
3200
Compressive strength complies with specifications.
SM090207
09~0/98
126420
28
4470
4340
Laboratory Number.
SM090208
09/30~98
118630
28
4200
7667
Method of Curing: Field
Temperature: Ambient
Time of Sample: 7:35
Source of Concrete: TXl
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
2 Days, Laboratory From
85 °F Mix 96 °F Air Content
(AM)/PM
09/02 Transported By:
4.8 %
Pick-Up Charge: X
Mix Code: 8204
Unit Weight
Yield
M. Boone
Slump 5.5 Inches
Yes No
Ticket No.: 1131410
PCF
CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc. - Mark Gottschait
Signed (~ G
Page~
Test Methods: ASTM C 31, C 39, C 1430 C 173, C 192, er C 1064
2 of 3.
Engineering Go.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631.4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 59 Job No.: 1598-0018
Project: St. Marin Apartments
Location: Paving - 60' W and 60' S of SE Corner of Building 2
Contractor:
Reported To: EPI - Mark Morris
Date Cast:
Specifica'don:
Quantity Represented:
Sampled By:.
By Order Of:
09/02/98
3500 psi @ 28 days
10/200/200 cu. yds.
L. Savage
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN.
Field Number. SM090209
Test Date: 09/09/98
Maximum Load, LBS: 80550
Age When Tested, Days: 7
Compressive Strength, PSI: 2850
Average Strength, PSI: 2860
Type Break: Conical (U.N.O.)
Remarks:
Laboratory Number:
SM090210 SM090211 SM090212
09~09~98 09/30/98 09/30/98
80870 115970 121040
7 28 28
2860 4100 4280
4190
Compressive strength complies with specifications.
7668
Method of Curing: Field
Temperature: Ambient
Time of Sample: 9:30
Source of Concrete: TXI
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
2
87 °F
(AM)/PM
Days, Laboratory From 09/02 Transported By:
Mix 101 °F Air Content 5.2 %
Pick-Up Charge: X
Mix Code: 8204
Unit Weight
Yield
M. Boone
Slump 6.0 Inches
Yes No
Ticket No.: 1131663
PCF
CFICY
Distribution:
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
MFC Construction - Dick Dennie
AECC, Inc.- Mark Gottschalt
Signed (~ ~
Page 3 of~
Te~t Methods: ASTM C 31. C 39. C 143. C 173. C 192, or C 1064