Coppell Heights 9-LR090617DAILY FIELD REPORT
CLIENT, MJR Environmental Inc.
7953 Pinkerton Ct.
Plano, TX 75025
DATE OF REPORT: 06/17/09
PROJECT: Copped Heights
920 S. Belt Line
Copped, Texas
WEATHER CONDITIONS: I lot
REPORT NO. 09-
TEMPERATURE RANGE: 9W 10; 100
I NJE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO PERFORM FIELD TESTING AS
!REQUESTED.
THE GETI TECHNICIAN MOLDED ONE (1) SET OF FOUR (4) TEST CYLINDERS FROM CONCRETE ON WEST BOUND TURN LANE
@ MEDIAN BELT LINE ROAD. I
GETI Tech: AM
Remarks:
17
Reviewed by:
Syed SYAfsar, P.E.
Project Engineer
GETI
2712 Satsuma Dr. Suite 400
Dallas, Texas 75229
PH# 972.488-3500
Geoscien ce
CLIENTE MJR Environmental Inc.
7953 Pinkerton Ct.
Plano, TX 75025
PROJECT: Coppell Heights
920 S. Belt Line
Coppell, Texas
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (F):
CONCRETE TEMP. ( F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
COMPRESSIVE STRENGTH OF CONCRETE REPORT
DATE OF REPORT: 7/15/2009
REPORT NO. 09- DM3633 -17a
SAMPLE DATE: 6/17/09
MJR Engineering
25080550
90°
78°
8:11 AM
9:00 AM
Hot
Median @ betline
CONCRETE SUPPLIER: Redi-Mix
PLANT /TRUCK: P259 /1293
MIX ID NUMBER: 4000 PSI
WATER ADDED (gal): 0
SLUMP (inches) (AST C -143) 3
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
CYLINDER
NUMBER
AGE
(Days)
DATE
TESTED
TOTAL
LOAD (lbs)
COMPRESSIVE
STRENGTH (psi)
REQUIRED COMPRESSIVE
STRENGTH
13
7
6/24/2009
120,000
4,244
4,000 /28 -day
14
28
7/15/2009
160,200
5,667
15
28
7/15/2009
158,100
5 592
16
Hold
Specification:
Making & Curing: ASTM C -143 Testing Methods: ASTM C -143, ASTM C -39
GETI Technician: AM
Reviewed by:
Syed S. A sar, .E.
Project Engineer
Geoscience Engineering & Testing, Inc
2712 Satsuma Dr. Suite 400
Datlas, Texas 75229
ph# (972) 488 -3500 FAX: 972 - 488 -8844