W Sandy Lk Addn-LR051116HEED I E~:l--II:~i I r-I ~" E I=llr-I E~i
GEOTECHNICALAND [~ F~ r--i L.J P
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Sandy Lake 121
944 Sandy Lake Road
Coppell, Texas
REPORTED TO: MC il Development Company, Ltd.
3811 Turtle Creek Blvd, Suite 730
Dallas, Texas 75219
ATTN: Mr. Richard Crow
CONTRACTOR: McFadden & Miller
REPORT NO. 186
REG PROJECT NO. 12130
SAMPLE DATE: 10-19-05
TECHNICIAN: D. Fortenberry
PAGE: 1 of 1
Location of Sample
Set Number I Location
Paving: 675'N, 100'W of SW bldg. corner
Paving: 510'N, 50'W of SW bldg. corner
Paving: 590'N, 75'W of SW bldg. corner
Design Information
Source of Concrete I Mix Identification
TXI 8273
Test Results
Quantity Represented
130/330
240/330
320/330
Specified Strength p.s.i.
4000
Compressive Average
Strength p.s.i. Strength p.s.i.
Set Cylinder Age@ Total Load
No. ID Date Tested Test lbs.
1 5230 10-26-05 7 91240
5230 11-16-05 28 117740
5230 11-16-05 28 114180
5230 Hold H
2 5231 10-26-05 7 97400
5231 11-16-05 28 113070
5231 11-16-05 28 119370
5231 Hold H
3 5232 10-26-05 7 82990
5232 11-16-05 28 97580
5232 11-16-05 28 103250
5232 12-14-05 56
323O
4170
4040 4110
3450
4000
4220 4110
2940
3450
3650 355~-
Cylinder Data
Set Cylinder
No. I ID
1 5230
2 5231
3 5232
Time of
Slump Sample Air Temp.
6.5 8:40AM 72
7.0 10:35AM 77
6.5 11:40AM 79
Concrete Air Ticket
Temp. Entrainment Number
82 4.2 140060
86 4.4 140258
89 4.8 140356
Mail
Distribution: (1) MC II Development Company, Ltd/
Mr. Richard Crow
(1) Halff Associates/Mr. Dave Littleton
(1) Azimuth Architecture/Mr. John Taylor
(1) McFadden & Miller/Mr. Jon Jacobson
Submitted by:
REED ENGINEERING GROUP, LTD.
Arthur Etherly, III
Manager, CMT
AE/Inc
2424 STUTZ DR · SUITE 400 * DALLAS, TX 75235 ,* TEL [214] 350 5600" F^X [214] 350 0019