Princeton P2-LR000713CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Client Realty Capital Corporation Work Order Number: 00-2183
Project 00-092 Princeton Park Phil-Office Bldg.-C Report Number: 00-092.113
SPECIFICATIONS i PROJECT DATA
Strength (psi): i3000 !Date of Placement: 7/13100
Slump(in.): 15 iSampled by: RB
lWeather. Su,,ny
Air Content(%): .
~Concrete Temp(F): i Supplier/Mix: IXI - 8203
FIELD DATA SET # 1
!Ticket #: i 2681452 ITime Batched: i 6:54:00 AM Time Sampled: 7:20:00 AM
, na
~Slump (in.): 60 lair Content: I na iUnit Weight (pcf): i
[Concrete Temp(F): ! 92 ~ir Temp (F):
Location/Remarks: iNorthwest comer of parking area
SET[ CYLINDER DATE , AGE [ MAX LOAD :STRENGIHi TEST CYLINDER NOTES
NO. ~. NO. [TESTED '. (days) ' (lbs) : (psi) ~ RESULT i SOURCE
I 1 7/20/001 7 ! 81000 2870
1 I 2 8/10/00 28 [ 92000 3250
1i 3 [8/10/00 28 16000 , 100
20
FIELD DATA SET #2
!Ticket #: ITime Batched:
!Slump (in.): [ [Air Content: [ IUnit Weight (pcf):
,Concrete Temp(F): ,Air Temp (F):
!Location/Remarks: :~ Northwest corner of parking area, 50' east
SET CYLINDER DATE AGE MAX LOAD STRENGTH TEST CYLINDER NOTES
NO. NO. 'TESTED (days) (lbs) (psi) RESULT SOURCE
2 1 17/20/00 7 76000 2690
2 2 8/10/00 ~ 28 95000 3350
2 3 i8/10/00 28 102000 3610
2 ~ 4 !
~ :Discard
NORMAL CYLINDER SIZE: 5X12, AREA:28.27~. in. UNLESS NOTED HERE: TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. TEST RESULTS COMPt. Y
WITH PROJECT SPECIFICATIONS UNLESS INDICATED 'I~ION-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
VGeneral 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: 00-2183
Project 00-092 Princeton Park Phil-Office Bldg.-C Report Numbe 00-092.113
SPECIFICATIONS I PROJECT DATA
iStrength (psi): 13000 !Date of Placement: ;7/13/00
Slump(in.): [5 ~Sampled by: iRB
[Air Content(%): ;, [Weather. iSunny.
Concrete Temp(F): ~ ISupplier/Mix: !TXI - 8203
,
FIELD DATA SET # 1
:Ticket #: 2681452 ITime Batched: ~ 6:54:00 AM 'Time Sampled: 7:20:00 AM
Slump (in.): I 60 Air Content: i na iUnit Weight (pcf): na
IConcrete Temp(F): 92 [Air Temp (F): 54 iYardage: 20
iLocet on/Remarks: ;Northwest comer of parking area
NOTES
SET CYLINDER DATE[ AGE MAX LOAD ISTRENGTHI TEST CYLINDER
NO. NO. ~ TESTED ! (days) (lbs) (psi) RESULT SOURCE
1 1 i7/20/00 7 81000 2870
1 i 2 'i8/10/00 28 ~ I
I ; 3 18/10/001 28
1 4 .[ hold
FIELD DATA SET #2
,Ticket #: iTime Batched: Time Sampled:
!Slump (in.): .Air Content: iUnit Weight (pct'):
iConcrete Temp(F): iAir Temp (F): 89 ,Yardage:
!Location/Remarks: Northwest comer of parking area, 50' east
SET
NO.
CYLINDER DATE I AGE : MAX LOAD STRENGTH TEST ' CYLINDER
NO. :TESTED i (days) (lbs) (psi) = RESULT SOURCE
2 1 7/20/00! 7 76000 2690
2 2 8/10/00i 28
NOTES
2 3 ,8/10/00 28
2 4 i hold
NORMAL CYLINDER SIZE: 5X12, ARF. A:28.27~I. in. UNLESS NOTED HERE: TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. TEST RESULTS ~OMPLY
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 ANO TESTING, INC. ARE PER ASTM C31, TESTED PER ASTM
I I
SoIkT. ECH EN RII . AND]rESTING, INC.
r/ 'i
xJ,~es ~ Perdue
GenersI Msn~ser
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax