Lam Lee Add-LR000517 (2) CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Client: Alice Lee c/oRealty Capital Corporation Work Order Number: 00-1799
Project: 00-014 Lam Lee pg 1 of 2 Report Number: 00-014.199
! SPECIFICATIONS ] PROJECT DATA
Strength (psi): !3000 PSI (~ 28 days !Date of Placement: 5/17/2000
Slump(in.): 4-6 !Sampled by: DererkJ Lloyd
Air Content(%): N/A Weather. Cool/Clear
Concrete Temp(F): ;Not to exceed 100° iSupplier/Mix: Pioneer / 9327
FIELD DATA SET #1
;Ticket #: 508114 Time Batched: 4:45:00 AM Time Sampled: 5:30:00 AM
Slump (in.): 4.5 lair Content: i N/A Unit Weight (pcf): N/A
Concrete Temp(F): 79° Air Temp (F): : 68° Yardage: 120
Location/Remarks: 150' South and 35' West of Northwest corner.
SET CYLINDER DATE AGE MAX LOAD STRENGTHI TEST CYLINDER NOTES
NO. NO. TESTED[ (days) (lbs) i (psi) i RESULT SOURCE
i ; '
1 01 15/24/20001 7 74000 , 2620
1 02 i6/15/20001 28 86000 [ 3040
I 04 Hold I
FIELD DATA SET #2
Ticket #: 508118 Time Batched: 5:18:00 AM Time Sampled: 6:10:00 AM
Slump (in.): 4.5 !Air Content: N/A Unit Weight (pcf): N/A
Concrete Temp(F): 78° 1Air Temp (F): 68° Yardage: 150
Location/Remarks: 300' West and 35' North of Northwest comer
NOTES
SET CYLINDER' DATE AGE MAX LOAD STRENGTH TEST CYLINDER
NO. NO. TESTED (days) (lbs) (psi) RESULT SOURCE
2 01 5/24/20001 7 53000 1870
2 02 :6/15/2000i 28 80000 2830
2 03 6/15/20001 28 79000 2790
2 04 ~ I Hold
NORMAL CYLINDER SIZE: 5X12, AREA:28.27~I. in. UNLESS NOTED HERE: TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERVVtSE 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 PC-R ASTM
SOIUTECH ENGINEERIN TESTING, INC.
· 12
~ Jamps M. Perdue
X~eral 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 Number: 00-1799
Project: 00-014 Lam Lee pg 2 of 2 Report Number: 00-014.199
SPECIFICATIONS ~ PROJECT DATA
:Strength (psi): 3000 PSI (~ 28 Days iDate of Placement: !5/1712000
iSlump(in.): ,4-6 iSampled by: !Dererk / Lloyd
iAir Content(%): iN/A Weather: ICool, / Clear
iConcrete Temp(F): ',Not to exceed 100° Supp er/Mix: !Pioneer / 9327
FIELD DATA SET #3
!Time. Batched:
Ticket #: 508124 ' 5:18:00 AM Time Sampled: 6:55:00 AM
4 ~ir Content: ! N/A iUnit Weight (pc0: i N/A
Slump
(in.):
Concrete Temp(F): lAir Temp (F): i Yardage:
80°
70°
21
0
[ ;
ILocation/Remarks: 25' South and 15' East of Nothwest comer
SET~,CYMNDERi DATE I AGE ~MAXLOAD STRENGTH TEST ' CYLINDER NOTES
NO. i NO. i TESTED[ (days) (lbs) RESULT i SOURCE
i (psi)
3 ~ 01 !5/2412000t 7 72000 2550
~ 2970
3 i 02 6/15/20001 28 84000
3 i 03 16115/2000i 28 I 76000 2690
NORMAL CYLINDER SIZE: 5X12, AREA:28.27sq. in. UNLESS NOTED HERE: TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. TEST RESULTS COMPLY
W1TH 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...ENGINEERIN~ AND TESTING, INC.
G~e,r.~i Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax