Lam Lee Add-LR000609 CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Client Realty Capital Corporation Work Order Numbe 00-199].
Project 00-092 Princeton Park Phil-Office Bldg.-C Report Numbe 00-092.].06
; SPECIFICATIONS ~ PROJECT DATA
Strength (psi): 3000 !Date of Placement: 16/9100
iSlump(in.): iSampled by: DC Rogens
Air Content(%): !4 !Weather: iCloudy
Concrete Temp(F): i80 !Supplier/Mix: ~TXl - 8203
i FIELD DATA SET # 1
!Ticket #: = 2657692 iTime Batched: ! 9:05:00 AM iTime Sampled: ~ 9:20:00 AM
Slump (in.): 6.0* !Air Content: i
i 4.2 iUnit Weight (pcf): ! na
!Concrete Temp(F): 78 '.Air Temp (F): 76 ~Yardage: 150
'Location/Remarks: ~Building slab 40' East and 5' North of SW corner of building slab
SET CYLINDER DATE [ AGE !MAXLOAD [STRENGTH! TEST r~ CYLINDER NOTES
NO. NO. TESTED it (days) I~ (lbs) I 2370(psi) ~i RESULT[ SOURCE
1 1 6/16/00i 7 167000 1
I 1 3 7/7/001 28 I i I ;
FIELD DATA SET #2
:Ticket #: 2657723 iTime Batched: 9:17:00 AM lTime Sampled: ! 9:45:00 AM
ISlump (in.): 5.5 !Air Content: ~ 3.9 Unit Weight (pcf): na
Concrete Temp(F): 78 iAir Temp (F): 77 'Yardage: 170
iLocation/Remarks: Building slab 50' East and 10' North of NW corner of building slab
SET CYLINDER i DATE AGE MAXLOAD =,STRENGTH TEST CYLINDER NOTES
NO. NO. ~, TESTED ~ (days) ! (lbs) (psi) RESULT SOURCE
2 1 16116100! 7 ~ 71000 : 2510
I
2 2 7~7/00 28 !
2 3 [7/71oo 28 i
NORMAL CYLINDER SIZE: 5X12, AREA:28.27sq. in. UNLESS NOTED HERE: TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. TEST RESULTS COMPLY
WITH PROJECT SPECIFICATIONS UNLESS INDICATED "NON-COMPLIANCE" IN NOTES. FIELD TESTS BY SOILTECH ENGINEERING AND TESTING, INC. ARE PER APPLICABLE
ASTM STANDARDS: C138, C143, C172, C231. CYLINDERS MOLDED AND CURED BY SOILTECH ENGINEERING AND TESTING, INC, ARE PER ASTM C31, TESTED PER ASTM
SOILTECH ENGINEERING AND TESTING, INC.
~mes,M. Perdue
G~.~I Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax