Lam Lee Add-LR000415 CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Client Alice Lee c/oRealty Capital Corporation Work Order Numbe 00-1647
Project 00-014 .Lam Lee pg i of 2 Report Numbe 00-014.176
SPECIFICATIONS ! PROJECT DATA
Strength (psi): 14000 PSI (~ 28 days IDate of Placement: i4/15/0o
.Slump(in.): 14+6 iSampled by:
!Air Content(%) tN/A iWeather: iOvercast and cool
I iSupplier/Mix:
iConcrete Temp(F): iNot to exceed 100° !Pioneer~ 9349
FIELD DATA SET # 1
Ticket #: 505991 Time Batched: 5:15:00 AM Time Sampled: 5:40:00 AM
iSlump (in.): : 4 Air Content: N/A iUnit Weight (pcf): i NIA
iConcrete Temp(F): i 68° Air Temp (F): 58° Yardage: I 70
iLocation/Remarks: IPanel # 21
SET! CYLINDER DATE AGE MAX LOAD iSTRENGTH TEST CYLINDER : NOTES
~ RESULT
(lbs)
(days) (psi)
NO. NO. I TESTEDI SOURCE
1 O1 i I 14/22/00 7 110000 I 3890
1 02 i5/13/00 28 137000 4850
1 03 ; 28 130000 4600
1 04 , i 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 Unit Weight (pcf): N/A
Concrete Temp(F): 70° Air Temp (F): 58° Yardage: 210
Location/Remarks: Inlet @ Northwest comer - Panel 12
SET CYLINDER I DATE AGE MAX LOAD STRENGTH TEST CYLINDER NOTES
. NO. NO. !TESTED~ (days) (lbs) (psi) RESULT SOURCE
2 0]. 14/22/00 ! 7 96000 3400
2 02 !5/~.3/00i 28 120000 4250
2 03 5/13/001 28 117000 4140
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
SOILTECH ENGINEli RING AND TESTING, INC.
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 Date PROJECT DATA
iStrength (psi): 14000 PSI ~ 28 days of Placement: i4/15/00
!Slump(in.): !4-6 Sampled by: iLB
' Weather.
iAir Content(%): iN/A . iOvercast & Cool
iConcrete Tamp(F): .Not to Exceed 100° !Supplier/Mix: !Pioneer / 9349
' FIELD DATA SET #3
iTicket #: 506017 Time Batched: i 8:50:00 AM !Time Sampled: I 9:20:00 AM
'iSlump (in.): 4% Air Content: N/A '[Unit Weight (pcf): ii NIA
Concrete Tamp(F): 70° Air Tamp (F): ] 60° IYardage i, 300
',Location/Remarks: Panel # 4
i SET CYLINDER DATE AGE MAX LOAD STRENGTH! TEST : CYLINDER NOTES
NO, NO. [TESTEDI (days) (lbs) (psi) ! RESULT SOURCE
3: 01 [4/22/00 7 [ 107000 3780
i 3 02 i5/13/00 28 135000 4780
13 03 [5/13/00 28 134000 4740
NORMAL CYLINDER SIZE: 5X12, AREA:28.27sq. in. UNLESS NOTED HERE: TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. TEST RESULTS COMPLY
VV~TH 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, INC.
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ager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817,595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax