Lam Lee Add-LR000221 (2) CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Client Alice Lee c/oRealty Capital Corporation Work Order Numbe 00-1342
Project 00.014 Lam Lee Pag;e 1 o£ 3 Report Numbe 00.014.148
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000 (~ 28 DAYS iDate of Placement: 2/21/00
Slump(in.): 5" !Sampled by: T. Jackson
Air Content(%): N/A Weather: Cool and Cloudy
Concrete Temp(F): N/A iSupplier/Mix: Pioneer
FIELD DATA SET # 1
T~ck--et-~: ...... 47-388~2 .... Time Batched: 4:40:00 AM Time Sampled: 5:18:00 AM
Slu-~-p (-in~): ..... 5 Air Content: ru'a Unit Weight (pcf): 0
: 90
Concrete Temp(F): 60° Air Temp (F): 51 ° Yardage:
Location/Remarks: Slab -135' north and 60' west of south east comer of building.
SET CYLINDER DATE AGE MAX LOAD /STRENGTH TEST CYLINDER NOTES
NO. NO. TESTED (days) (lbs) (psi) RESULT SOURCE
1 1 2/28/00 7 130000 4600
1 2 3/20/00 28
! 3 3/20/00 28
1 4 Hold
FIELD DATA SET #2
Tibet #: ......... 47-6{)-0~- Time Batched: 6:40:00 AM Time Sampled: 7:20:00 AM
~lU~nl~ (~n~)i ....... ~ Air Content: Unit Weight (pcf):
con~r-e{e ~'er~l~(~): ...... 61 ° Air Temp (F): 56° Yardage: 260
Location/Remarks: Slab - 135' north and 150' west of south east corner of building.
FIELD DATA SET #2
~i~;k~et ~.;- ...... 4739~-0 Time Batched: 6:40:00 AM Time Sampled: 7:20:00 AM
"Siump (in.): ........... '5- ..... A~ir Conte~i ......... Unit Weight (pcf): 0
Con-c~t~ me~m-Pi~=i: ..... -6~1; ..... ~ir m~-(~)~ .......... 5~° Yardage: 200
Location/Remarks: Slab - 135' north and 150' westof south east comer of building.
SET CYLINDER DATE AGE MAX LOAD ',STRENGTH TEST CYLINDER NOTES
NO. NO. TESTED (days) (lbs) i (psi) RESULT SOURCE
2 1 2/28/00 7. !_0_00_00_____ 3540~
2 2 3/20/00 28
2 3 3/20/00 28
2 4 Hold
NORMAL CYLINDER SIZE: 5X12, ARF_~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 I~OTES. 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
SOII TECH EI _JJ EERI /J AND TESTING, INC.
X~a~es V. Perdue
_ ~aterials Testing
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax
CONCRETE INSPECTION AND COMPRESSION T T REPORT
Client Alice Lee c/oRealty Capital Corporation Work Order Numbe 00.1:342
Project 00-0].4 Lam Lee ?age 2 o£ :3 Report Numbe 00-014.148
SPECIFICATIONS PROJECT DATA
S~rengt~h i'psi--): .... 4000 Psi ~ 28 days !Date of Placement: :2/21/00
'§lurnp(in0: 5 iSampled by: ~T. Jackson
Air Content(%): iWeather: Cool and Cloudy
Concrete Temp(F): iSupplier/Mix: .Pioneer
I -
FIELD DATA SET #3
Ti~;~,et-~: ......... 47-:~- - ' Time Batched: 8:12:00 AM Time Sampled: 9:00:00 AM
Slump (in.): -- 6- Air Content: Unit Weight (pc'f):
Co~crete ~'emp(F): - ' ~3° ' Air Temp (F): 56° Yardage: 380
:L~.~fio~n/~R~ma~ks: Slab - 135' north and 250' west of south east corner of building
;SET CYLINDER DATE AGE MAX LOAD STRENGTH TEST CYLINDER NOTES
NO. NO. TESTED (days) (lbs) (psi) RESULT SOURCE
3 [ 2/28/00 7 98000 3470
3 2 3/20/00 28 :
3 3 3/20/00 28
4 Hold
FIELD DATA SET #4
Ticket #: 473932 Time Batched: 10:20:00 AM Time Sampled: ~ ~i30:00 AM
Slump (in.): 6 Air Content: Unit Weight (pc'f):
Concrete Temp(F): 63° Air Temp (F): 59° Yardage: 550
Location/Remarks: Slab-120' north and 500' west of south east corner of building.
SET CYLINDER DATE AGE MAX LOAD STRENGTH TEST CYLINDER NOTES
NO. NO. TESTED (days) (lbs) (psi) RESULT SOURCE
4 i 2/28/00 7 109000 3860
4 2 3/28/00 28
4 3 3/28/00 28
4 4 Hold
NORMAL CYLINDER SIZE: 5X12, AREA:28.27sq. in. UNLESS NOTED HERE: TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERVV1SE 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
SOIL TEcH EI~J~, .EEI~G AND TESTING, INC.
\~mes1 M. Perdue Materials Testing
2502 Gravei DriVe · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax
CONCRETE INSPECTION AND COMPRESSION TE T REPORT
Client Alice Lee c/oRealty Capital Corporation Work Order Numbe 00-1342
Project 00-014 Lam Lee ?a~;e 3 o~: 3 Report Numbe 00.014.148
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000 Psi
~ L
Slump(in,): :5 iSampled by: !T. Jackson
Air Content(%): Weather: Cool & Cloudy
Concrete Temp(F): Supplier/Mix: Pioneer
FIELD DATA SET #5
Ticket #: 476942 Time Batched: 11:20:00 AM Time Sampled: i 12:30:00 PM
Slump (in.): 6 Air Content: i Unit Weight (pcf):
Concrete Temp(F): 66° Air Temp (F): 61° ~Yardage: ~ 630
Location/Remarks: Slab - 120' north 500' west of south east comer of building.
SET CYLINDER DATE AGE ~MAX LOAD STRENGTH TEST CYLINDER NOTES
NO. NO. TESTED (days) (lbs) (psi) RESULT SOURCE
5 1 2/20/00 7 114000 4032
5 2 3/20/00 28
5 3 3/20/00 28
5 4 Hold
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
'k,J~es M. Perdue Materials Testing
2502 Gravel Drive · Fort Worth, Texas 76118 ° 817.595 0064 telephone · 817,589.7279 metro · 817.595.0708 fax