W Sandy Lk Addn-LR051108GEOTECHNICAL AND G F=I D I I F~
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Sandy Lake 121
944 Sandy Lake Road
Coppell, Texas
REPORTED TO: MC II Development Company, Ltd.
3811 Turtle Creek Blvd, Suite 730
Dallas, Texas 75219
ATTN: Mr. Richard Crow
CONTRACTOR: McFadden & Miller
REPORT NO. 173
REG PROJECT NO. 12130
SAMPLE DATE: 10-11-05
TECHNICIAN: D, Fortenberry
PAGE: 1 of 2
Location of Sample
Set Number I Location I Quantity Represented
1 Paving: 80'S, 130'W of SW bldg. corner 110/400
2 Paving: 180'S, 130'W of SW bldg. corner 210/400
3 Paving: 140'S, 50'W of SW bldg. corner 340/400
Desitin Information
Source of Concrete I Mix Identification
TXI 8273
Specified Strength p.s.i.
4OOO
Test Results
Set Cylinder Age@ Total Load Compressive Average
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
1 4924 10-18-05 7 105450 3730
4924 11-08-05 28 131250 4650
4924 11-08-05 28 128500 4550 4600
4924 Hold H
2
4925 10-18-05 7 107990 3820
4925 11-08-05 28 131340 4650
4925 11-08-05 28 131050 4640
4925 Hold H
3
4926 10-18-05 7 88100 3120
4926 1%08-05 28 114070 4040
4926 11-08-05 28 119830 4240
4926 Hold H
465O
4140
2424 SfUTZ DR ,. SUITE 400 * DALLAS, TX 75235 · T~L [214] 350 5600 · F^X [214] 350 0019
REPORT NO. 173
REG PROJECT NO. 12130
SAMPLE DATE: 10-11-05
PAGE: 2of2
Cylinder Data
Set Cylinder Time of
No. I ID Slump Sample Air Temp.
1 4924 3,75 8:30AM 67
2 4925 5.25 10:00AM 70
3 4926 5.25 12:15PM 76
Concrete Air Ticket
Temp. Entrainment Number
77 3.8 134368
79 4.2 134507
81 4.8 134722
Mail
Distribution: (1) MC II Development Company, Ltd/
Mr. Richard Crow
(1) Hale 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