Lam Lee Add-LR000407 CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Client Alice Lee c/oRealty Capital Corporation Work Order Numbe 00-1613
Project 00-014 Lam Lee pg 1 of 2 Report Numbe 00-014.174
SPECIFICATIONS PROJECT DATA
Strength (psi): i4000 PSI iDate of Placement: 14/7/00
Slump(in.): i4-6 !Sampled by: LB
=Air Content(%): iN/A [Weather:. iSunny and Warm
Concrete Temp(F): 'Not to exceed 100° iSupplier/Mix: iPioneer ! 9349
FIELD DATA SET # 1
Ticket #: 505752 !Time Batched: 10:48:00 AM Time Sampled: 11:20:00 AM
lair Content: N/A Unit Weight (pcf): = N/A
Slump
(in.):
5
Concrete Temp(F): , 76° jAir Temp (F): 70° !Yard~ige: 10
Location/Remarks: IOffice slab (~ north east corner 10' south and 20' west.
SET CYLINDER i DATE AGE MAX LOAD iSTRENGTH! TEST CYLINDER NOTES
~ NO. NO. i TESTED (days) ~ (lbs) (psi) RESULT SOURCE
1 O1 ;4/14/00 7 118000 4170
1 02 5/5/00 28 145000 ~ 4099
1 03 5/5/00 28 150000 4240
1 04 Hold i
FIELD DATA SET #2
Ticket #: 505773 Time Batched: ~ 1:00:00 PM !Time Sampled: 1:35:00 PM
Slump (in.): 4.5 ~Air Content' NIA Unit Weight (pDf): N/A
i ·
Concrete Temp(F): 78° iAir Temp (F): 80° Yardage: 150 ~
Location/Remarks: Office slab - south side 10' north and 100' east of west edge.
SET CYLINDER DATE AGE MAX LOAD ,STRENGTH! TEST CYLINDER NOTES
NO. NO. TESTED (days) (lbs) (psi) RESULT SOURCE
2 01 :4114100! 7 90000 3180
2 02 5/5/00 28 154000 4353
2 03 5/5/00 28 149000 4212
2 04 Hold
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
SO~LTECH EI~E~ER~ AND TESTING, INC.
X Japes M. Perdue
",,C~neral 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 Alice Lee c/oRealty Capital Corporation Work Order Numbe 00-1613
Project 00-014 Lam Lee Pi[ 2 of 2 Report Numbe 00-014.174
i SPECIFICATIONS i PROJECT DATA
=Strength (psi): 14000 PSI IDate of Placement: 4/7/00
!Slump(in.): 4-6 iSampled by:
~ Weather.
:Air Content(%): N/A Sunny and warm
Concrete Temp(F): iNot to exceed 100° iSupplier/MiX:l =Pioneer / 9349
FIELD DATA SET #3
ITicket #: I 505788 Time Batched: [ 2:32:00 PM !Time Sampled: ! 3:00:00 PM
Slump (in.): 4 314 iAir Content: N/A iUnit Weight (pcf): ~ N/A
ConcreteLocat on/Remarks:Temp(F): Panel - 37 78° liAir Temp (F): ~[ 84° Yardage: ~ 250
' CYLINDER I NOTES
SET! CYLINDER DATE AGE i MAX LOAD !STRENGTH1 TEST i SOURCE
(days) (lbs) i (psi) I RESULTi
NO. ) NO. '~ TESTEDi i ,
3 01 4/14/00!, 7 ~ 97000 ' 3430 I i
i 3 02 5/5/00 28 ! 157000 4438 [ !
! 3i 3 03 04 5/5/00 Hold 28 i 155000 4381 !
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 'I~3N-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.
James M. Perdue
General Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax