Rejoice-LR 950928 ALPHA TESTING, INC. REPORT OF CONCRETE
2209 Wisconsin St. COMPRESSION TEST
suite 1 oo
Dallas, Texas 75229
(214) 620-8911
TESTED FOR: CSI DATE OF ISSUE: SEPTEMBER 28, 1995
LEWISVILLE, TEXAS
PROJECT: RE JO I CE LUTHERN CHRUCH OUR REPORT NO.: 9550 4-17
COPPELL, TEXAS
FIELD DATA
PARKING PAVING, 30' S. AND 90' E.
LOCATION OF CONCRETE PLACEMENT
OF N.W. CORNER OF PARKING LOT
DATE PLACED 0 9/21/95 PLANT 5
TIME 0 9: 50 DELIVER TICKET NO 50243
SLUMP (ASTM C-143) / 4.7 5 MIX PROPORTIONS (SSD) N/A
AIR CONTENT (ASTM C-231 [~OR C-173 [] ) 4. 5 CEMENT 5 SK
AIR TEMPERATURE 7 0 WATER N / A
CONCRETE TEMPERATURE 8 3 FINE AGGREGATE N / A
DATE RECEIVED 0 9 / 2 2 / 9 5 COARSE AGGREGATE N / A
FIELD DATA SUBMI'I-rED BY RD ADMIXTURE N / A
MIX DATA SUBMITTED BY
SPECIMENS CAPPED IN ACCORDANCE WITH ASt'I~'~'-~17"~"~R C-1231 ~
REMARKS
COMPRESSION TEST RESULTS
(NOMINAL CYMNDER SIZE 6" X 12") ~'"Cylinders made by ALPHA
(ASTM C-39) representative.
[] Cylinders made by Amhitect's
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE or Contractor's representative.
NO. CURING TESTED DAYS LOAD STRENGTH, PSI ~Cvlinders
picked
up
by
ALPHA
laborato~.
29 LAB 09/28/95 8 77,756 28.27 2,750 -
_ Cylinders delivered to ALPHA
laborato~7.
30 LAB 10/19/95 28 113,766 28.27 4,020 __'~--/~C~mpression test resuits comply with
applicable specifications.
31 LAB 10/19/95 28 111,810 28.27 3,960 ? Compression test results do not comply
with applicable specifications.
32 LAB HOLD H 28.27
Specifications 2 8 3,0 0 0 ~
ALPHA TESTING, INC. REPORT OF CONCRETE
2209 Wisconsin St. COMPRESSION TEST
suite 100
Dallas, Texas 75229
(214) 620-8911
TESTED FOR: CS I DATE OF ISSUE: SEPTEMBER 2 8, 1 9 9 5
LEWISVILLE, TEXAS
PROJECT: REJOICE LUTHERN CHRUCH OUR REPORTNO.: 95504-16
COPPELL, TEXAS
FIELD DATA
PARKING PAVING, 140' S. AND 70' E.
LOCATION OF CONCRETE PLACEMENT
OF N.W. CORNER OF PARKING LOT
DATE PLACED 0 9 / 21 / 9 5 PLANT 5
TIME 0 9: 0 5 DELIVER TICKET NO 50 2 4 3
SLUMP (ASTM C-143) / 5 MIX PROPORTIONS (SSD) N/A
AIR CONTENT (ASTM C-231 [] OR C-173 ~q") 4 CEMENT 5 SK
AIR TEMPERATURE 7 0 WATER N / A
CONCRETE TEMPERATURE 8 3 FINE AGGREGATE N / A
DATE RECEIVED 0 9 / 2 2 / 95 COARSE AGGREGATE N / A
FIELD DATA SUBMITTED BY RD ADMIXTURE N / A
MIX DATA SUBMITTED BY RED I-M I X
SPECIMENS CAPPED IN ACCORDANCE WITH ASTII~ C-~17 ;~,~:3R C-1231 ~1
REMARKS
COMPRESSION TEST RESULTS _/~
(NOMINAL CYUNDER SIZE 6" X 12") ~Cylinders made by ALPHA
(ASTM C-39) representative.
[] Cylinders made by Architect's
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE or Contractor's representative.
NO. CURING TESTED DAYS LOAD STRENGTH, PSI -~/
_ Cylinders picked up by ALPHA
laboratory.
25 LAB 09/28/95 8 72,021 28.27 2 , 550 J-i Cylinders delivered toALPHA
laboratory.
2 6 L AB 10 / 1 9 / 9 5 2 8 2 8.2 7 [] Compression test results comply with
applicable specifications.
27 LAB 10/19/95 28 28 · 27 [] Compression test results do not compiy
with applicable specifications.
28 LAB HOLD H 28.27
Specifications 28 3 ,000 Re ,sip ,ec~ffully S u bmitt ed
:=J~ TESTING, INC.
DAVID P. STETTNER
ALPHA TESTING, INC. REPORT OF CONCRETE
2209 Wisconsin St.
Suite 100 COMPRESSIONTEST
Dallas, Texas 75229
(214) 620-8911
TESTEDFOR: CSI DATE OF ISSUE: SEPTEMBER 28, 1995
LEWI SVILLE, TEXAS
PROJECT: REJOICE LUTHERN CHRUCH OUR REPORTNO.: 95504-17
COPPELL, TEXAS
FIELD DATA
PARKING PAVING, 30' S. AND 90' E.
LOCATION OF CONCRETE PLACEMENT
OF N.W. CORNER OF PARKING LOT
DATE PLACED 09 / 21 / 95 PLANT 5
TIME 0 9: 50 DELIVER T~CKET NO 50243
SLUMP (ASTM C-143) 4.7 5 MIX PROPORTIONS (SSD) N/A
AIR CONTENT (ASTM C-231 I~'0R C-173 [] ) 4,5 CEMENT 5 SK
AIR TEMPERATURE 7 0 WATER N/A
CONCRETE TEMPERATURE 8 3 FINE AGGREGATE N / A
DATE RECEIVED 0 9 / 2 2 / 9 5 COARSE AGGREGATE N / A
FIELD DATA SUBMI'I-I'ED BY RD ADMIXTURE N / A
MIX DATA SUBMI'I=rED BY - I
SPECIMENS CAPPED IN ACCORDANCE WITH ASTRblE~)-~I 7M-I~R C-1231 -I
REMARKS
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12") [~Cylinders made by ALPHA
(ASTM C-39) representative.
r-q Cylinders made by Architect's
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE or Contractor's representative.
NO. CURING TESTED DAYS LOAD STRENGTH, PSI '~Cvlinders
picked
up
by
ALPHA
laboratory.
29 LAB 09/28/95 8 77,756 28.27 2,750
[] Cylinders delivered to ALPHA
laboratory.
30 LAB 10/19/95 28 28.2? - Compression test results comply with
applicable specifications.
31 LAB 10/19/95 28 28,27 [] Compression test resultsdo not comply
with applicable specifications.
32 LAB HOLD H 28 . 27
Specifications 2 8 3,0 0 0 Re~s~/lfully Submitted
~I({,PHA TESTING, INC.
DAVID P. STETTNER
ALPHA TESTING, INC. REPORT OF CONCRETE
2209 Wisconsin St. COMPRESSION
TEST
Suite 100
Dallas, Texas 75229
(214) 620-8911
TESTED FOR: CSI DATE OF ISSUE: SEPTEMBER 28, 1 995
LEWISVILLE, TEXAS
PROJECT: REJOICE LUTHERN CHRUCH OUR REPORTNO,: 95504-16
COPPELL, TEXAS
FIELD DATA
PARKING PAVING, 140' S. AND 70' E.
LOCATION OF CONCRETE PLACEMENT
OF N.W. CORNER OF PARKING LOT
DATE PLACED 0 9 / 21 / 9 5 PLANT 5
TIME 0 9: 0 5 DELIVER TICKET NO 5 0 2 4 3
SLUMP (ASTM C,-143) / 5 MIX PROPORTIONS (SSD) N/A
AIR CONTENT (ASTM C-231 [] OR C-173 J~') 4 CEMENT 5 SK
AIR TEMPERATURE 7 0 WATER N / A
CONCRETE TEMPERATURE 8 3 FINE AGGREGATE N / A
DATE RECEIVED 0 9 / 2 2 / 9 5 COARSE AGGREGATE N / A
FIELD DATA SUBMI'I-rED BY RD ADMIXTURE N / A
SPEC,MENS C*.PED ,. ACCORDANCE W,TH C- 23
REMARKS
COMPRESSION TEST RESULTS
(NOMINAL CYUNDER SIZE 6" X 12") -~Cylinders made by ALPHA
(ASTM C-39) representative.
-I Cylinders made by Architect's
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE or Contractor's representative.
NO. CURING TESTED DAYS LOAD STRENGTH, PSI ~Cylinders picked up by ALPHA
laborato~.
25 LAB 09/28/95 8 72,021 28.27 2,550
~ Cylinders delivered to ALPHA
laboratory.
26 LAB 10/19/95 28 108,404 28.2? 3,830
~'-;.--'~ompression test results comply with
applicable specifications.
27 LAB 10/19/95 28 114,020 28.27 4,030
[] Compression test results do not comply
with applicable specifications,
28 LAB HOLD H 28.27 _