Lam Lee Add-LR000810 (2) CONCRETE INSPECTION AND COMPRESSION TEsT REPORT
Client Alice Lee c/oRealty Capital Corp. Work Order Number: 00-24].8
Project 00-014 Lam Lee Report Number: 00-0].4.246
', SPECIFICATIONS i PROJECT DATA
iStrength (psi): 'r3000 tOate= of Placement: 8110100
;Slump(in ) !4 - 6 iSampled by: 'Contractor made
!Air Content(%): '.na iWeather. Warm/Humid
IConcrete Temp(F): !Not to exceed 100 ISupplier/Mix: Pioneer
FIELD DATA SET # 1
;Ticket #: TTime Batched: ! Time Sampled:
~!Slump (in.): lair Content: .~Unit Weight (pcf):
IConcrete Temp(F): ~Air Temp (F): i IYardage:
Location/Remarks' ,
· ~=Tum lane on Royal, brick pocket nose, contractor made cylinders, no other information given
; SET: CYLINDER DATE I AGE i MAX LOAD STRENGTH TEST CYLINDER NOTES
i NO. i NO. TESTEDi (days) ~ (lbs) (ps) RESULT SOURCE
1 i 1 !8/17/00' 7 ; 85000 , 3010 ~
i; ! i' 2 19/7/00 i 28 i i
~ ~ I 3 )9/7/00[ 28 ; I
!1L 4 J j Hold ' j
NORMAL CYLINDER SIZE: 5X12, AREA:28.27sq. in. UNLESS NOTED HERE: TYPE "A" CONE FRACTURE UNLESS INDICATED OTHER%NtSE IN NOTES. TEST RESULTS COMPLY
Wt"FH PROJECT SPECIFICATIONS UNLESS INDICATED "NON-COMPLIANCE' IN NOTES. FIELD TESTS BY SOILTECH ENGINEERING AND TESTING, INC. ARE PER APPLICABLE
ASTM STANDARDS: C138, CI,t3, C172, C231. CYLINDERS MOLDED AND CURED BY SOILTECH ENGINEERING AND TESTING, INC. ARE PER ASTM C31, TESTED PER ASTM
SOII_IIElg!':t ENGINEE~I~ AND TESTING, INC.
'Gefleral Manaser
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax