Princeton P2-LR000714 CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Client Realty Capital Corporation Work Order Number: 00-2203
Project 00-092 Princeton Park Phil-Office Bldg.-C Report Number: 00-092.114
SPECIFICATIONS [ PROJECT DATA
!Strength (psi): 13000 IDate of Placement: ;7/14/00
Slump(in.): 15.0
iAir Content(%):
iConcrete TemlXF): ' I
iSampled by: JA
Supplier/Mix: "--TX*i
FIELD DATA SET # 1
iTicket #: ! 2682747 !Time Batched: I 6:46:00 AM Time Sampled: i 7:35:00 AM
!Slump (in.): ~ 5.0 ~ir Content: i NA i!Unit Weight (pcf): ii NA
; 20
iConcrete Temp(F): 95 ~Air Temp (F): I 90 ,Yardage:
iLocation/Remarks South paving, 25' south of center building
SET CYLINDER
NO. I NO.
1i 1
i { 2
i ; 3
DATE I AGE
TESTED (days)
7/21/00. 7
8/11/00{ 28
8/11/001
MAX LOAD STRENGTH
(lbs) (psi)
68000 ~ 2410
88000 i 3110
88500 i 3130 ,
28
1 ' 4 'Discard
TEST
RESULT
CYLINDER NOTES
SOURCE
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 SY SOILTECH ENGINEERING AND TESTING, INC. ARE PER APPLICABLE
ASTM STANDARDS: C138, C143, C172, C231. CYLINDERS MOLDED AN0 CURED BY SOILTECH ENGINEERING AND TESTING, INC. ARE PER ASTM C31, TESTED PER ASTM
SOILTECH ENGINEERING AND TESTING, INC.
eneral Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817,595.0708 fax
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Client Realty Capital Corporation Work Order Number: 00-2203
Project 00-092 Princeton Park Phil-Office Bldg.-C Report Numbe 00-092.114
I SPECIFICATIONS i PROJECT DATA
iStrength (psi): 3000 ~,Date of Placement: 17/14/00
ISlump(in.): 5.0 ISampled by: ',JA
Air Content(%): Weather. ISunny
;Concrete Temp(F): !Supplier/Mix: TXI - 8203
FIELD DATA SET # 1
'Ticket #: 2682747 ITime Batched: i 6:46:00 AM Time Sampled: 7:35:00 AM
~Slump (in.): 5.0 [Air Content: ~ NA IUnit Weight (pcf): '. NA
!,Concrete Temp(F): 95 lair Temp (F): 90 !Yardage: 20
!Locat on/Remarks: iSouth paving, 25' south of center building
!SET CYLINDER i DATE i AGE i MAX LOAD STRENGTH! TEST CYLINDER NOTES
NO. NO. i TESTED, (days)[ (lbs) I (psi) !RESULT SOURCE
I I i7/21/00! 7 i 68000 ! 2410
I 2 18/11/001 28
i 3 28 '
~ 1 4 i hold
NORMAL CYLINDER SIZE: 5X12. AREA:28.27m:I. in. UNLESS NOTED HERE: TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERV~flSE IN NOTES. TEST RESULTS COMPLY
WiTH PROJECT SPECIFICATIONS UNLESS INDICATED "NON-COMPLIANCE" IN NOTES. FIELD TESTS BY $OILTECH 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
SOILTE,.CH ENGIblEERI~.,~ ANI~TESTING, INC.
~t~4,fnes M. Perdue
General Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Client Realty Capital Corporation Work Order Number: 00-2203
Project 00-092 Princeton Park Phil-Office Bldg.-C Report Numbe 00-092.114
i SPECIFICATIONS Date PROJECT DATA
iStrength (psi): 13000 of Placement: :7/14/00
ISlump(in.): 15.0 !Sampled by: iJA
Air Content(%): iWeather, iSunny
Concrete Temp(F): !Supplier/Mix: :TXl - 8203
FIELD DATA SET # 1
'Ticket #: ~ 2682747 ITime Batched: I 6:46:00 AM :Time Sampled: 7:35:00 AM
!Slump (in.): .I 5.0 ~ir Content: . NA !Unit Weight (pcf): NA
~Concrete Temp(F): . 95 ~Air Temp (F): 90 JYardage 20
!Location/Remarks: !South paving, 25' south of c~nter building
SET CYLINDER I DATE I AGE
NO. NO. i TESTED I~ (days)
MAX LOAD i STRENGTHi
(lbs) ! (psi)
TEST ; CYLINDER
RESULT! SOURCE
NOTES
i i I 7/21/00i 7 68000 ~ 2410
I i 2 28 i
i8/11/00
i i 3 8/11/00 28
1 i 4 hold
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
SOILT~CH ENGINEERI~i.,J~ ANI~TESTING, INC.
"J~cfnes M. Perdue
General Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro ° 817.595.0708 fax