Princeton P2-LR000609CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Client
Project
Strength (psi):
:.Slump(in.):
Realty Capital Corporation Work Order Numbe 00-1991
00-092 Princeton Park Phil-Office Bldg.-C Report Numbe 00.092.106
SPECIFICATIONS PROJECT DATA
3000 Date of Placement: 6~9~00
i5 iSa~p;ed by: !DC Rogens
iAir Content(%): 14
Weather. iCloudy
[80 iSupplier/Mix: iTXl - 8203
iConcrete Temp(F): ~
FIELD DATA SET # 1
iTicket #: 2657692 !Time Batched: 9:05:00 AM 9:20:00 AM
Slump (in.): ! 6.0* Air Content: ', 4.2 na
IConcrete Temp(F): ~ 78 Air Temp (F): 76 !Yardage: 150
;Location/Remarks: iBuilding slab 40' East and 5' North of SVV comer of building slab
NOTES
!Time Sampled:
iUnit Weight (pcf):
SET~ CYLINDER; DATE [ AGE
NO. ! NO. TESTEDi (days)
1 1 16/16/00! 7
2 i7/7/00i 28
3 7/7/00[ 28
MAX LOAD i3¥P, ENGTHI TEST
(lbs) : (psi) RESULT
67000 2370
104000 ~ 3680
100000 ~ 3540
CYLINDER
SOURCE
iTicket #: I 2657723 ITime Batched:
[Slump (in.): ] 5.5 ~Air Content:
':Concrete Temp(F): 78 ~ir Temp (F):
FIELD DATA SET #2
9:17:00 AM Time Sai~p~ed: 9:45:00 A?_~
3.9 iUnit Weight (pcf): na
77 Yardage: 170
,Location/Remarks:
' Building slab 50' East and 10' North of NW corner of building slab
SET CYLINDER; DATE i AGE
NO. NO. : TESTED! (days)
2 1 i6/16/00[ 7
2 2 7/7/OO 28
2 3 7/7/00! 28
MAX LOAD STRENGTH! TEST
(lbs) (psi) !RESULT
71000 2510 i
100000 3540
98000 3470
CYLINDER NOTES
SOURCE
NORMAL CYLINDER SIZE: 5X12, AREA:28.27~:I. 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
SOIETECH E~RI~ ANI~TESTING, INC.
General Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax
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