Lam Lee Add-LR000407 (2) CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Client Alice Lee c/oRealty Capital Corporation Work Order Numbe 00-16!$
Project 00-0!4 Lam Lee pg ! of 2 Report Numbe 00-014.!74
SPECIFICATIONS PROJECT DATA
;Strength (psi): 4000 PSI iDate of Placement: 4/7/00
Slump(in.): 4-6 iSampled by: =LB
Air Content(%): N/A !Weather. [Sunny and Warm
Concrete Temp(F): Not to exceed 100° SupplierRVlix: iPioneer / 9349
FIELD DATA SET # 1
~
Ticket #: 505752 ,Time Batched: 10:48:00 AM Time Sampled: 11:20:00 AM
Slump (in.): 5 iAir Content: NIA Unit Weight (pcf): N/A
;Concrete Temp(F): 76° Air Temp (F): 70° Yardage: 10
iLocation/Remarks: Office slab (~ north east corner 10' south and 20' west
SET CYLINDER DATE AGE MAX LOAD STRENGTH TEST CYLINDER NOTES
NO. NO. TESTED (days) (lbs) (psi) RESULT SOURCE
1 O1 4/14/00 7 118000 4170
1 02 ' 5/5/00 28
1 03 i 5/5/00 28
I 04 Hold
FIELD DATA SET #2
Ticket #: 505773 iTime Batched: 1:00:00 PM !Time Sampled: 1:35:00 PM
Slump (in.): 4.5 Air Content: N/A Unit Weight (pcf): N/A
Concrete Temp(F): 78° Air Temp (F): 80° Yardage: 150
Location/Remarks: Office slab - south side 10' north and 100' east of west edgef
SET CYLINDER DATE AGE MAX LOAD :STRENGTH TEST CYLINDER NOTES
NO. NO. TESTED (days) (lbs) (psi) RESULT SOURCE
2 O1 4/14/00 7 90000 3180
2 02 5/5/00 28
2 03 5/5/00 28 :
2 04 Hold
NORMAL CYLINDER SIZE: 5X12, ARE~28.27sq. in. UNLF. SS NOTED HERE: TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES, TEST RESULTS COMPLY
WiTH PROJECT SPECIFICATIONS UNLESS INDICATED 'I~ON-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
S(~LT~CH EI~.-~NEE~G AND TESTING, INC.
k,_~'ames M. Perdue
General 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 00-1613
Project 00-014 Lam Lee pg 2 of 2 Report Numbe 00-014.174
SPECIFICATIONS PROJECT DATA
Strength (psi): !4000 PSI iDate of Placement: ~4/7/00
~Slump(in.): 4-6 iSampled by: iLB
~Air Content(%): iN/A iWeather. !Sunny and warm
Concrete Temp(F): !Not to exceed 100° !Supplier/Mix: Pioneer / 9349
FIELD DATA SET #3
Ticket #: 505788 ITime Batched: 2:32:00 PM ,Time Sampled: 3:00:00 PM
iSlump (in.): 4 314 iAir Content: ' N/A Unit Weight (pcf): N/A
~Concrete Temp(F): 78° iAir Temp (F): ~ 80° Yardage: 250
iLocation/Remarks: Panel - 37
SET CYLINDER DATE AGE MAX LOAD STRENGTH[ TEST CYLINDER NOTES
NO. NO. i TESTED (days) (lbs) (psi) RESULT SOURCE
3 01 !4/14/00 7 97000 3430
3 02 5/5/00 28
3 03 5/5/00 28
3 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 ENGINEERING AND TESTING, INC.
James M. Perdue
General Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817,595.0708 fax