Rejoice-LR 950905 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 5, 1995
LEWISVILLE, TEXAS
PROJECT: REJO I CE LUTHERN CHRUCH OUR REPORT NO.: 95504- 11
COPPELL, TEXAS
FIELD DATA
PAVING S.W. PARKING AREA, 32' S. AND 8' W.
LOCATION OF CONCRETE PLACEMENT
OF N.E. CORNER OF PARKING LOT
DATE PLACED 0 8 / 2 9 / 9 5 PLANT 5
TIME 10: 2 5 DELIVER TICKET NO 5 8 9 8 4
SLUMP (ASTM C-143) 4 MIX PROPORTIONS (SSD) N/A
AIR CONTENT (ASTM C-231 [] OR C-173 ~2~') 4. 9 CEMENT N/A
AIR TEMPERATURE 9 2 WATER N / A
CONCRETE TEMPERATURE 9 8 FINE AGGREGATE N / A
DATE RECEIVED 0 8 / 3 0 / 9 5 COARSE AGGREGATE N / A
FIELD DATA SUBMI'I=rED BY GG ADMIXTURE N/A
MIX DATA SUBMITTED BY RED I -M I X/
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 ~"OR C-1231 []
REMARKS
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12") [~"~ylinders 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
laborato~/.
5 LAB 09/05/95 7 83:155 28.27 2,940
[] Cylinders delivered to ALPHA
laborato~/.
6 LAB 09/26/95 28 123,787 28.27 4,410
~"~ompression test results comply with
7 LAB 0 9 / 2 6 / 9 5 2 8 12 7,8 80 2 8.2 7 4 , .5 2 0 -- applicable specifications.
Compression test results do not comply
with applicable specifications.
8 LAB HOLD H 28.27
Specifications
ALPHA TESTING, INC. REPORT OF CONCRETE
2209 Wisconsin St.
Suite 100 COMPRESSION
TEST
Dallas, Texas 75229
(214) 620-8911
TESTED FOR'. CS I DATE OF ISSUE: SEPTEMBER 5. 1 9 95
LEWISVILLE, TEXAS
PROJECT: REJOI CE LUTHERN CHRUCH OUR REPORT NO.: 9550 4- 10
COPPELL, TEXAS
FIELD DATA
PAVING S.W. PARKING AREA, 48' N. AND 13' E.
LOCATION OF CONCRETE PLACEMENT
OF S.E. CORNER OF PARKING LOT
DATE PLACED 0 8/2 9/9 5 PLANT 5
TIME 0 7: 5 5 DELIVER TICKET NO 5 8 9 6 2
SLUMP (ASTM C-143) 3 MIX PROPORTIONS (SSD) N / A
AIR CONTENT (ASTM C-231 [] OR C-173 ~ 5.2 CEMENT N/A
AIR TEMPERATURE 91 WATER N / A
CONCRETE TEMPERATURE 9 8 FINE AGGREGATE N / A
DATE RECEIVED 0 8 / 3 0 / 9 5 COARSE AGGREGATE N / A
FIELD DATA SUBMI'n'ED BY GG ADMIXTURE N / A
MIX DATA SUBMI~-I'ED BY REDI-MIX,I
SPECIMENS CAPPED IN ACCORDANCE WITH ASTMC-B17 [~'I)R C-1231 ..~
REMARKS
COMPRESSION TEST RESULT.e
(NOMINAL CYUNDER SIZE 6" X 12") --'~ Cylinders made by ALPHA
(ASTM C-39) representative.
[] Cylinders made by Architecrs
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE or Contractor's representative.
NO. CURING TESTED DAYS LOAD STRENGTH, PSI [~Cylinders
picked
up
by
ALPHA
laboratory.
1 LAB 09/05/95 7 90,907 28.27 3,220 _
-- Cylinders delivered to ALPHA
laboratory.
2 LAB 09/26/95 28 28.27 _
~ Compression test results comply with
applicable specifications.
3 LAB 09/26/95 28 28 . 27
[] Compression test results do not comply
with applicable specifications.
4 LAB HOLD H 28 . 27
Specifications 28 3,000 R~s~ ,pectfully Su bmitted
/11/
~MmHA TESTING, INC.
DAV!D P. STETTNER
ALPHA TESTING, INC. REPORT OF CONCRETE
2209 Wisconsin St.
Suite 100 COMPRESSION
TEST
Dallas, Texas 75229
(214) 620-8911
TESTED FOR: CS I DATE OF ISSUE: SEPTEMBER 5. 1995
LEWISVILLE, TEXAS
PROJECT: REJOICE LUTHERN CHRUCH OUR REPORTNO.: 95504-11
COPPELL, TEXAS
FIELD DATA
PAVING S.W. PARKING AREA, 32' S. AND 8' W.
LOCATION OF CONCRETE PLACEMENT
OF N.E. CORNER OF PARKING LOT
DATE PLACED 0 8 / 2 9 / 9 5 PLANT 5
TIME 1 0; 2 5 DELIVER TICKET NO 5 8 9 8 4
SLUMP (ASTM C-143) 4 MIX PROPORTIONS (SSD) N / A
AIR CONTENT (ASTM C-231 [~ OR C-173 ~r") 4. 9 CEMENT N/A
AIR TEMPERATURE 9 2 WATER N / A
CONCRETE TEMPERATURE 9 8 FINE AGGREGATE N / A
DATE RECEIVED 0 8 / 3 0 / 9 5 COARSE AGGREGATE N / A
FIELD DATA SUBMITrED BY GG ADMIXTURE N / A
MIX DATA SUBMI'I-rED BY RED I -M I X~
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 I~'~OR C-1231 []
REMARKS
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER 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.
5 LAB 09/05/95 7 83,155 28.27 2,940
~' Cylinders delivered to ALPHA
laboratory.
6 LAB 09/26/95 28 28.27
[] Compression test results comply with
applicable specifications.
7 LAB 09/26/95 28 28 . 27
~' Compression test results do not comply
8 LAB HOLD H 2 8.2 7 w~h applicable specifications.
Specifications 2 8 3,0 0 0
ecffully Submitted
TESTING, INC.
DAVID P. STETTNER
ALPHA TESTING, INC. REPORT OF CONCRETE
2209 Wisconsin St.
suite 400 COMPRESSION TEST
Dallas, Texas 75229
(214) 620-8911
TESTED FOR: CS I DATE OF ISSUE: SEPTEMBER 5, 1995
LEWISVILLE, TEXAS
PROJECT: REJOICE LUTHERN CHRUCH OUR REPORTNO.: 95504-10
COPPELL, TEXAS
FIELD DATA
PAVING S.W. PARKING AREA, 48' N. AND 13' E.
LOCATION OF CONCRETE PLACEMENT
OF S.E. CORNER OF PARKING LOT
DATE PLACED 0 8 / 2 9 / 9 5 PLANT 5
TIME 0 7: 5 5 DELIVER TICKET NO 5 8 9 6 2
SLUMP (ASTM C-143) 3 MIX PROPORTIONS (SSD) N/A
AIR CONTENT (ASTM C-231 [] OR C-173 ~ 5.2 CEMENT N/A
AIR TEMPERATURE 91 WATER N / A
CONCRETE TEMPERATURE 9 8 FINE AGGREGATE N / A
DATE RECEIVED 0 8 / 3 0 / 9 5 COARSE AGGREGATE N / A
FIELD DATA SUBMITrED BY GG ADMIXTURE N / A
MIX DATA SUBMI'VI'ED BY .........
SPECIMENS CAPPED IN ACCORDANCE WITH ASI~I~-'IG~'?"ti~R C-1231 ~
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.
1 LAB 09/05/95 7 90,907 28.27 3.220
~ Cylinders delivered to ALPHA
laboratory.
2 L A B 0 9 / 26 / 95 28 132,750 28.27 4,700 __F""~-nmpression
test
results
comply
with
applicable specifications.
3 LAB 09/26/95 28 137,240 28 . 27 4,850
I~ Compression test results do not comply
with applicable specifications.
4 LAB HOLD H 28 . 27
CO M ;:',; DATA- CC01083-34