Freeport NIP(2.3)-LR070205REEa 1 EMC
GEOTECHNICAL AND G Fa O U P
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Quill Expansion
440 S. Royal Lane
Coppell, Texas
REPORTED TO/500 ples, c
Stapl
es Drive
Framingham, Massachusetts 01702
ATTN: Mr. John Whitney
REPORT NO. 27
REG PROJECT NO. 13771
SAMPLE DATE: 01 -08 -07
TECHNICIAN: M. Wood
PAGE: 1 of 1
CONTRACTOR: Raymond Construction
Location of Sample
Set Number I Location Quantity Represented
1 Paving: 70'N, 120'W from NE bldg. corner 40/200
2 Paving: 80'N, 60'W from NE bldg. corner 110/200
Design Information
Source of Concrete Mix Identification Specified Strength .s.i.
Southern Star 9363 4000
TPCf Results
Set
No.
Cylinder
ID
Date Tested
Age @
Test
Total Load
lbs.
Compressive
Strength .s-i.
Average
Strength .s.i.
1
9903
01 -15 -07
7
104270
3690
I Temp.
Entrainment
9903
02 -05 -07
28
142500
5040
4.1
1515937
9903
02 -05 -07
28
143680
5090
5070
9903
Hold
H
2
9904
01 -15 -07
7
130210
4610
9904
02 -05 -07
28
167190
5920
9904
02 -05 -07
28
171390
6070
5600
9904
Hold
H
Cvlinder Data
Set
Cylinder
Time of
Concrete
Air I
Ticket
No. I
ID
Slum
Sample
I Air Temp.
I Temp.
Entrainment
Number
1
9903 5.5
5:30AM
35 64
4.1
1515937
2
9904 5.5
6:40AM
38 63
3.8
1515944
Mail
Distribution: (1) Staples, Inc. /Mr. John Whitney
(1) Raymond Construction/
Mr. Ron Harper
(1) Mayse & Associates /Mr. Greg Daspit
(1) City of Coppell /Mr. Lee Stone
(1) City of Coppell /Mr. Larry Davis
(1) TAS Commercial Concrete/
Mr. Jimmy Popelka
/:5 - jP1z ' t
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Mickey Lawson
Assistant Manager, CMT
ML /Inc
2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019