Lam Lee Add-LR000229 CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Client Alice Lee c/oRealty Capital Corporation Work Order Numbe 00-1377
Project 00-014 Lam Lee :Pa~;e i of 3 Report Numbe 00:014.151
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000 Psi ~ 28 days iDate of Placement: i2/29/00
Slump(in.): 4-6 ~Sampled by: iD C Rogers
Air Content(%): =Weather: Clear and Warm
Concrete Temp(F): Not to exceed 100° [Supplier/Mix: Pioneer
FIELD DATA SET # ].
mi~l~et-~: ......... -4:7-~15-5 - -Ti-me -~a~c~l~l? ............. Time ~mPi~d: ' ' 4i~(~:0(~U
§l-umP (in~)i .....
~,~r~cr~e-T~-p(F): ...... ~1%- Air Temp (F): 57° Yardage: i[ 50
Location/Remarks: Building Slab - 5' south of G-12
SET CYLINDER DATE AGE MAX LOAD ISTRENGTH TEST CYLINDER NOTES
NO. NO. TESTED (days) (lbs) (psi) RESULT SOURCE
1 0]. 3/7/00 7 96000 3400 .
1 02 3/28/00 28
1 03 3/28/00 28
1 04 3/28/00 Hold
FIELD DATA SET #2
Ticket #i ...... 474i7:2 ~ 'l:ime Ba-tc-he~: ........... 6~25:~00`AM Time Sampled: 6:56:00 AM
Slump (in,): ' -6 ~ 'Air ~,ontent: ............. unit v~eigh~ (pc0:
COncrete Ten~p(F): ..... ~6:1~ ' -Air'~eml~'(F~: ............. 60% ..... Ya~da(~
NO. NO. TESTED (days) (lbs) (psi) RESULT SOURCE
- 2 -- - ~- -'~-7~60- '-~- .... 9~-0~0 --'-' 333~ ...........................
2 02 3/28/00 28
2 03 3/28/00 28
2 04 Hold
NORMAL CYLINDER SIZE: 5X12, AREA:28.27sq. in. UNLESS NO'~D 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. ~J~E 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
SOI~ T'~CH EI~__~NEER~G AND TESTING, INC.
~Jaj~hes M. Perdue 'Materials lesting
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax
CONCRETE INSPECTION AND COMPRESSION TF-. T REPORT
Client Alice Lee c/oRealty Capital Corporation Work Order Numbe 00-1377
Project 00-014 Lam Lee Pag~2 of 3 Report Numbe 00-014.151
SPECIFICATIONS PROJECT DATA
Strength(psi): ....................... 4000 Psi (~ 28 days Date of Placement: 2/29100
Slump(in.): -4-~ .............. iSampled by: DC Rogers
A~' (~ont~n~(%): .............. Weather: Clear & Warm
Concrete Temp(F): Not to exceed 100° Supplier/Mix: Pioneer
FIELD DATA SET #3 "
Ticket #: 474188 !Time Batched: i 8:20:00 AM Time Sampled: 9:00:00 AM
Slump (in.): 6 lair Content: Unit Weight (pcf):
concrete Temp(F): 60° Air Temp (F): 63° Yardage: 350
Location/Remarks: Building slab - 10' west of J-8
SET CYLINDER DATE AGE MAX LOAD iSTRENGTH TEST CYLINDER NOTES
NO. NO. TESTED (days) (lbs) (psi) RESULT SOURCE
3 0 ]. 3/7/00 7 98000 ; 3470
3 02 3/28/00 28
3. . .0_3_ _..3/2~8/00. 28~
3 04 Hold
FIELD DATA SET #4
Ticket #: 474202 iTime Batched: 10:01:00 AM Time Sampled: I 10:34:00 AM
Slump (in.): 5 Air Content: Unit Weight (pcf):
Concrete Temp(F): 64° !Air Temp (F): 68° Yardage: 460
Location/Remarks: Building slab - 5' west of H-6
NO. NO. TESTED (days) (lbs) (psi) RESULT SOURCE
4 01 3/7/00 7 103000 3640
4 02 3/28/00 28
4 03 3/28/00 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
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
SO~L TECH F~___~. INEEI~IG AND TESTING, INC.
~ Jfimes M. Perdue "-fvlaterials Testing
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax
CONCRETE INSPECTION AND COMPRESSION TE::ST REPORT
Client Alice Lee c/oRealty Capital Corporation Work Order Numbe 00-1377
Project 00-014 Lam Lee Page 3 of 3 _ _ Report Numbe 00.014.151.
SPECIFICATIONS i PROJECT DATA
Strength (psi): 4000 Psi (~ 28 days iDate of Placement: 2/29/00
Slump(in.): 4-6 !Sampled by: DC Rogers
Air Content(%): !Weather. ,Clear and Warm
I, Supplier/Mix: Pioneer
Concrete Temp(F): Not to exceed 100° I
FIELD DATA SET #5
Ticke~ #: ................ 474219 Time Batched: 11:50:00 AM Time Sampled: 12:20:00 PM_
Slump (in.): 5 Air Content: Unit Weight (pc0: _ _
Concrete Temp(F): 66° Air Temp (F): 72° ---'Yardage: 460
Location/Remarks: Building slab 5' south of H-3
SET CYLINDER DATE AGE MAX LOAD !STRENGTH[ TEST CYLINDER NOTES
NO. NO. TESTED (days) (lbs) i (psi) RESULT SOURCE
5 0! 3/7/00 7 97000 3430
5 02 3/28/00 28 ,
5 03 3/28/00 28 ~
5 04 Hold
FIELD DATA SET #
Ticket #: Time Batched: Time Sampl~l:
Slump (in.): Air Content: Unit Weight (pcf):
C~)ncre~e T~(F)~.. .................. -~,i-r Temp (F"): Yardage:
Location/Remarks: ...................
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 '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
SOII~ TEC" EI~___~NEERI~N~3 AND TESTING, INC.
~. Jaj;tfles M..Perdue " "M'aterials Testing
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax