Princeton P2-LR000803 CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Client Alice Lee c/oRealty Capital Corp. Work Order Number: 00-2359
Project 00-0].4 Lam Lee Report Number: 00-0].4.244
SPECIFICATIONS
[Strength (psi): 3000
lSlump(in.): 4 - 6
~r Content(%): nNaot to exceed
IConcrete Temp(F): · 100
Date of Placement:
Sampled by:
PROJECT DATA
Is/3/oo
Contractor Made
~/eather. ~Narm/Humid
Supplier/Mix: IPioneer
Ticket #: Time Batched: ! [Time Sampled:
Slump (in.): Air Content: Unit We~ht (pO):
Concrete Temp(F): Air Temp (F): iYardage: '
Lock,on/Remark: Turn lanes bdck I~et~ at south approach - cylind~re made by contm~or, no other information ghren
SET ! CYLINDER
I NO. NO.
3
DATE AGE MAX, LOAD STRENGTH TEST
. RESULT
TESTED (days) I (lbs) (psi)
8/!0/001 7 ' ! 96000 ! 3400
8/3!/ool 28 I
8/3~/ool 28 i ,
CYLINDER
SOURCE
NOTES
NORMAL CYLINDER SIZE: 5X12, AREA;28.27~I. in. UNLESS NOTED HERE: 3~q~E "A' CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. TEST RESULTS COMPLY
WITH PROJECT SPECIFICATIONS UNLESS INDICATED "NON-C0M~LIN~CE" IN NOTES. REID TESTS BY SOILTECH ENGINEERING AND TESTING, INC. ARE PER APPLICABLE
ASTM STAND),RDS: C138, C143, C172, C23t. CYLINDERS MOLDED N~ID CURED BY SOILTECH ENGINEERING AND TESTING, INC. ARE PER ASTM C31, TESTED PER ASTM
SOILTECH ENGINEERING AND TESTING, INC.
(~~rd~ ~-'~ '~.,~
eneral ManaEer
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax