Lam Lee Add-LR000526 (2) CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Client Alice Lee c/oRealty Capital Corporation Work Order Numbe 00-].887
Project 00-0].4 Lam Lee pg ]. of 2 Report Numbe 00-014.2].$
SPECIFICATIONS i PROJECT DATA
Strength (psi): 3000 PSI (~ 28 days iDate of Placement: 5/26/00
Slump(in.): 5.0 Sampled by: RB
Air Content(%): N/A iWeather: Cloudy
Concrete Temp(F): N/A ISupplier/Mix: Pioneer / 9327
i FIELD DATA SET # 1
Ticket #: 565772 Time Batched: !Time Sampled: 9:30:00 AM
!Slump (in.): 4.5 Air Content: NIA IUnit Weight (pcf): N/A
Concrete Temp(F): 84° !Air Temp (F): 74° Yardage: 40
Location/Remarks: f
. SET[ CYLINDER DATE AGE MAX LOAD ;TRENGTH TEST CYLINDER NOTES
iND. ! NO. TESTED I (days) (lbs) (psi) RESULT SOURCE :
I ! 01 6/2/00 i 7 90500 3200 i
1 i 02 '6/23/001 28 i
i 03 6/23/001 28
I 04 Hold
: FIELD DATA SET #2
!Ticket #: 508490 ITime Batched: 11:51:00 AM iTime Sampled: 12:15:00 PM
.Slump (in.): 5 !Air Content: NIA !Unit Weight (pcf): N/A
Air Temp (F): '
Concrete Temp(F): 88° ~ 94° Yardage: 140
Location/Remarks: East side fire lane - 150 south from center
SET CYLINDER DATE i AGE i MAX LOAD iSTRENGTH TEST CYLINDER NOTES
NO. NO. TESTED i (days) (lbs) I (psi) RESULT SOURCE
; '
2 0! 6/2/001 7 88000 ~ 3110
2 02 6/23/00 28
2 03 6/23/00 ! 28
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
V~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
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 00-3.887
Project 00-03.4 Lam Lee P8 2 of 2 Report Numbe 00-03.4.23.:3
SPECIFICATIONS I: PROJECT DATA
Strength (psi): 3000 PSi (~28 Days !,Date; of Placement: '5/26/00
~:Slump(in.): ~5 !Sampled by: IRa
iWeather: iCIoudy
;;Air Content(%): N/A
I ~
Concrete Temp(F): N/A ;Supplier/Mix: !Pioneer / 9327
FIELD DATA SET #3
'Ticket #: 508504 Time Batched: ~Time Sampled: 2:00:00 PM
Slump (in.): 7 Air Content: N/A iUnit Weight (pcf): NIA
Concrete Temp(F): 89° IA r Temp (F): 92° Yardage: 260
:Location/Remarks: Southeast comer of fire lane
i SET, CYLINDER i DATE i AGE ! MAX LOAD STRENGTH TEST i CYLINDER NOTES
~NO. NO. TESTED~i (days) (lbs) (psi) RESULT i SOURCE
3 01 i 6/2/00 [ 7 [ 67000 2370
3 02 16/23/00[ 28
3 03 i6/23/001 28
3 04 ; Hold
I FIELD DATA SET #4 i
Ticket #: 535361 !Time Batched: ~ 1:55:00 PM 'Time Sampled: = 2:35:00 PM ~
Slump (in.): 6 3/4 Air Content: N/A iUnit Weight (pc'f): N/A
3OO
Concrete Temp(F): 89° Air Temp (F): 92° Yardage:
Location/Remarks: Fire lane - by drain i
SET CYL NDER DATE AGE MAX LOAD [STRENGTHI TEST CYLINDER NOTES
NO. NO. !TESTED (days) (lbs) (psi) : RESULT SOURCE
4 01 '~ 6/2/00 7 57000 2020
4 02 '6/23/00 28
4 03 16/23/001 28
4 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
W1TH PROJECT SPECIFICATIONS UNLESS INDICATED 'I~ION-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
'X~ Ja, j~hes M. Perdue
'~r'eneral Manaser
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax