W Sandy Lk Addn-LR051110GEOTECHNICAL AND I~i I:~ r~l U P
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Sandy Lake 121
944 Sandy Lake Road
Coppell, Texas
REPORTED TO:
CONTRACTOR:
MC II Development Company, Ltd.
3811 Turtle Creek Blvd, Suite 730
Dallas, Texas 75219
ATTN: Mr. Richard Crow
McFadden & Miller
REPORT NO. 180
REG PROJECT NO. 12130
SAMPLE DATE: 10-13-05
TECHNICIAN: C. Johnson
PAGE: 1 of 1
Location of Sample
Set Number I Location I Quantity Represented
1 Firelane: 350'S, 85'W of NW bldg. corner 40~400
2 Paving: 475'S, 80'W of NW bldg. corner 160/400
3 Firelane: 485'S, 85'W of NW bldg. corner 3101400
Design Information
Source of Concrete
TX
Mix Identification I Specified Strength p.s.i.
8273 4000
Test Results
Set Cylinder Age @ Total Load Compressive Average
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
1 5032 10-20-05 7 114960 4070
5032 11-10-05 28 129240 4570
5032 11-10-05 28 129630 4590
2 5031 10-20-05 7 91980 3260
5031 11-10-05 28 122100 4320
5031 11-10-05 28 125430 4440
3 5033 10-20-05 7 99350 3520
5033 11-10-05 28 113170 4010
5033 11-10-05 28 121890 4310
458O
438O
4160
Cylinder Data
Set Cylinder
No. I ID
i 5032
5031
5033
Time of Concrete
Slump Sample Air Temp. Temp.
5.5 3:15AM 64 68
5.5 5:15AM 64 68
5.5 7:00AM 66 70
Air Ticket
Entrainment Number
4.6 135953
4.2 135978
4.4 135996
Mail
Distribution: (1) MC II Development Company, Ltd/
Mr. Richard Crow
(1) Halff Associates/Mr. Dave Litt[eton
(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, fX 75235 .* TEL [214] 3505600 ' F^X [214] 3500019