Coppell BC3-LR000609CONCRETE INSPEQ"]'ION AND COMPRESSION T[:,sT REPORT
Client
Project
Strength (psi):
'Slump(in.): !5 Sampled by: DC Rogens
[Air Content(%): [4 ~Weather. Cloudy
' Supplier/Mix:
[Concrete Temp(F): 180 TXl - 8203
Realty Capital Corporation Work Order Numbe 00-1991
00.092 Princeton Park Phil-Office Bldg..C Report Numbe 00-092.106
SPECIFICATIONS PROJECT DATA
~Date of Placement:
3000 6~9~00
FIELD DATA SET # 1
9:05:00 AM Time Sampled: 9:20:00 AM
Time Batched:
iTicket #: 2657692
iSlump (in.): 6.0' [Air Content:
4.2 Unit Weight (pcf): na
~' Air Temp (F): '
iConcrete Temp(F): i 78 76 Yardage:
iLo~ation/Remad(~: iBuilding slab 40' East and 5' North of SW comer of building slab
NOTES
150
!SET! CYLINDER
NO. I NO.
DATE AGE MAX LOAD ISTRENGTHI TEST
TESTED (days) (lbs) i (psi) i RESULT
i/16/001 7 67000 ~ 2370
1 ! 2 717100[ 28 104000 i 3680 '
7/7/001 28 100000 i 3540
CYLINDER
SOURCE
ITicket #:
[Slump (in.):
IConcrete Temp(F):
iLocation/Remarks:
FIELD DATA SET #2
2657723 ITime Batched: i 9:17:00 AM 'Time Sampled:
5.5 ~ir Content: i 3.9
[
78 !Air Temp (F): 77
Building slab 50' East and 10' North of NW comer of building slab
9:45:00 AM
Unit Weight (pcf): na
Yardage: 170
SET: CYLINDER DATE i AGE MAX LOAD ;STRENGTH! TEST CYLINDER
NO. ~ NO. TESTED I (days) (lbs) ' (psi) '. RESULT SOURCE
NOTES
2 ! I i6/16/001 7 71000 2510
2 2 7/7/00
2 3 i7/7/00
28 100000
28 98000
3540
3470
NORMAL CYLINDER SIZE: 5X12, AREA:28.27sq. in. UNLESS NOTED HERE: TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. TEST RESULTS COMPLY
W~TH PROJECT SPECIFICATIONS UNLESS INDICATED "NON-COMPLIANCE" IN NOTES. FIELD TESTS BY SOILTECH ENGINEERING AND TESTING, INC. ARE PER APPLICABLE
ASTM STANDAROS: C138. C143, C172, C231. CYLINDERS MOLDED AND CURED BY SOILTECH ENGINEERING AND TESTING, INC. ARE PER ASTM C31, TESTED PER ASTM
/\
SOILTECH EI RI ./J AND TESTING, INC.
General Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax