Lam Lee Add-LR000317 CONCRETE INSPEC 'ION AND COMPRESSION TEST REPORT
Client Alice Lee c/oRealty Capital Corporation Work Order Numbe 00-15:~2
Project 00-014 Lam Lee Report Numbe 00-014.159
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000 PSi IDate of Placement: 3/17/00
~Slump(in.): 4-6 Sampled by: LB
:Air Content(%): iWeather: Overcast & Cool
iConcrete Temp(F): Not to exceed 100° !Supplier/Mix: Pioneer / 9349
FIELD DATA SET # 1
Ticket #: 474817 Time Batched: 9:35:00 AM ~me Sampled: ~, 10:15:00 AM
Slump (in.): 4 314 iAir Content: Unit Weight (pcf): ~,
Concrete Temp(F): 68' Air Temp (F): 46' Yardage: ;
:Location/Remarks: Grade beam west wall of office.
SET CYLINDER DATE AGE MAX LOAD I STRENGTH TEST CYLINDER NOTES
NO. NO. TESTED (days) (lbs)~! (psi) RESULT SOURCE
i 01 3/24/00 7 136500 4830
1 02 4/14/00 28
1 03 4/14/00 28
i 04 Hold
NORMAL CYLINDER SIZE: 5X12, AREA:28.27s, q. in. UNLESS NOTED HERE: TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWtSE 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
SOILTECH ENGINEERING_ AND TESTING, lNG.
IC.~neral Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone ° 817.589.7279 metro · 817.595.0708 fax