TexasBank 2R-LR05072510.08.05 THL 15:49 TEL 9724883500 GEOSCIENCE ENGINEERING
GEOSCWNCE
ENGINEERING &'TESTING, INC.
GEOTEC HNICAL 8 MA1fERIALS ENGINEERS
COMPRESSIVE STRENGTH F CONCRETE REPORT
CLIENT: Coppell Creme de la Creme, L.P. DATE OF REPORT: 07/25/05
c/o Project Solutions Group
Herndon, Virginia 20170
REPORT N0. 05•DM2605 -42c
PROJECT: Proposed " Creme de la Creme"
Coppell, Texas
10002
SAMPLE DATE; 06 /27/05
CONTRACTOR:
B. B. Enterprises
13644288 CONCRETE SUPPLIER:
Beall
TICKET NO.:
97 0
COMPRESSIVE
13/180
AMBIENT TEMP. ff):
°F):
890
IX ID NUMBER:
MIX D
M
23611504
CONCRETE TEMP. (
TIME BATCHED-
3:09 pm
WATER ADDED (yap:
TIME SAMPLED*
3:45 pm
SLUMP ( Inches) (ASrMC -1aa)
4
4
WEATHER CONDITION:
Sunny
AIR % CONTENT
5
LOCATION OF PLACEMENT:
Paving area:
35' 5 x 10 E from
07/75/05
126,850
4,487
the wv wi nei 01 L e 5r .
CONCRETE CYLINDER COMPtESSIVE STRENGTH TESTS
Standard 6" x 12 ",..24.27 square Inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
TESTED
LOAD pbs)
STRENGTH (Psi)
STRENGTH (psi)
t DATE
07/04/05
93,150
3,295
3,600 si /28 Days
07/25/05
126300
4,467
07/75/05
126,850
4,487
Specifications:
Making a Curing!
ASTM C -143 Iresting
Methods: ASTM C -143,
ASTM C•39
GETI Technician: Rigo
Reviewed by:
Syed S. Af a P.E.
Project Engineer