Lam Lee Add-LR000415 (2) CONCRETE INSPECTION AND COMPRESSION TE T REPORT
Client Alice Lee c/oRealty Capital Corporation Work Order Nurnbe 00.;[647
Project 00-03.4 Lam Lee pg ]. of 2 Report Numbe 00.0].4.3.76
SPECIFICATIONS PROJECT DATA
:Strength (psi): 4000 PSI {~ 28 days Date of Placement: 4115/00
Slump(in.): 4+6 iSampled by: LB
Air Content(%): N/A :Weather. ,~Overcast and cool
Concrete Temp(F): Not to exceed 100° ',Supplier/Mix: !Pioneer~ 9349
FIELD DATA SET tit 1
Ticket #: 505991 Time Batched: 5:15:00 AM iTime Sampled: 5:40:00 AM
Slump (in.): 4 ~Air Content: , NIA iUnit Weight (pcf): N/A
Concrete Temp(F): 68° !Air Temp (F): - 58° Yardage: 70
Location/Remarks: Panel # 21
SET CYLINDER DATE AGE MAX LOAD STRENGTH TEST CYLINDER NOTES
NO. NO. TESTED (days) (lbs) (psi) RESULT SOURCE
i 0 i 4/227~)~) 7 1 ! 0000 3890
i 02 5/13/00 28
I 03 5/13/00 28
1 04 Hold
FIELD DATA SET #2
Ticket #: 506007 !Time Batched: 6:08:00 AM Time Sampled: 7:45:00 AM
Slump (in.): 5% ;Air Content: N/A iUnit Weight (pcf): N/A
Concrete Temp(F): 70' lair Temp (F): 58' 'Yardage: 210
Location/Remarks: Inlet ~ Northwest corner - Panel 12
SET CYLINDER DATE AGE MAX LOAD STRENGTH TEST CYLINDER NOTES
NO. NO. TESTED (days) (lbs) (psi) RESULT SOURCE
2 01 4/22/00 7 96000 3400
2 02 5/13/00 28
2 03 5/13/00 28
2 04 Hold
NORMAL CYLINDER SIZE: 5X12, AREA:28.2?sq. 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. C.YLINDERS MOLDED AND CURED BY SOILTECH ENGINEERING AND TESTING, INC. ARE PER ASTM C31, TESTED PER ASTM
SOILT~.C,I-I ENGII~J~NC.y~D TESTING, INC.
G~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 00-1647
Project 00-014 Lam Lee pg 2 of 2 Report Numbe 00.014.176
SPECIFICATIONS PROJECT DATA
iStrength (psi): i4000 PSI ~ 28 days ;Date of Placement: 14/15100
!Slump(in.): !4-6 !Sampled by: !LB
iAir Content(%): iN/A !'Weather. ~Overcast & Cool
Concrete Temp(F): 'Not to Exceed 100° ISupplier/Mix: Pioneer / 9349
FIELD DATA SET #3
~Ticket #: 506017 tTime Batched: 8:50:00 AM Time Sampled: 9:20:00 AM
iSlump (in.): 4% ~ir Content: '= N/A Unit Weight (pcf): N/A
/
iConcrete Temp(F): 70° /~Air Temp (F): ~ 60* iYardage: 300
Location/Remarks: :Panel # 4
SET CYLINDER i DATE AGE MAX LOAD iSTRENGTH TEST CYLINDER NOTES
NO. NO. [TESTED (days) (lbs) i (psi) RESULT SOURCE
3 0]. i4/22/00 7 1~07000 i 3780
3 02 [5/].3/001 28
3 03 i5/].3/001 28 ,
3 04 ! i Hold
NORMAL CYLINDER SIZE; 5X12, AREA:28.27sq. in. UNLESS NOTED HERE: 'r~PE "A# CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. TEST RESULTS COMPLY
W~TH PROJECT SPECIFICATIONS UNLESS INDICATED "NON-COMPLIANCE" IN NOTES. FIELD TESTS BY SOILTECH ENGINEERING ANO TESTING, INC. ARE PER APPLICABLE
ABTM STANDARDS: C138, C143, C172, C231. C,YI. INDERS MOLDED AND CURED BY SOILTECH ENGINEERING AND TESTING, INC. ARE PER AS'TM C31, TESTED PER ASTM
SOILTEOH~NGINF__~RII~G~,ND TESTING, INC.
G~ral Manager
2502 Gravel Drive. Fort Worth, Texas 76118 · 817.595 0064 telephone o 817.589.7279 metro · 817.595.0708 fax