Rejoice-LR 950922 ALPHA TESTING, INC. REPORT OF CONCRETE
2209 Wisconsin St.
Suite 100 COMPRESSION TEST
Dallas, Texas 75229
(214) 620-8911
TESTED FOR: CSX DATE OF ISSUE: SEPTF.~IBER 22, 1995
LEWI SVILLE, TEXAS
PROJECT: RE3OICE LUTHERN CHRUCH OUR REPORTNO.' 95504-15
COPPELL, TEXAS
FIELD DATA
PAVING DRIVEWAY, 200' S. AND 160' E.
LOCATION OF CONCRETE PLACEMENT
FROM S.E. CORNER OF BLDG.
DATE PLACED 0 9/1 4/95 PLANT 5
TIME 0 9 -' 4 5 DELIVER TICKET NO 9 0 1 6 6
SLUMP (ASTM C-143) 5 MIX PROPORTIONS (SSD) N/A
AIR CONTENT (ASTM C-231 [] OR C-173 ~ 6 CEMENT N/A
AIR TEMPERATURE 8 0 WATER N / A
CONCRETE TEMPERATURE 8 5 FINE AGGREGATE N / A
DATE RECEIVED 0 9 / 1 5 / 9 5 COARSE AGGREGATE N / A
FIELD DATA SUBMI'I-rED BY [3M ADMIXTURE N/A
MIX DATA SUBMI'I-I'ED BY KW-DX
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 ~.r'13R C-1231 []
REMARKS
COMPRESSION TEST RESULTS
(NOMINAL CYUNDER SIZE 6" X 12") ~yiinders 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 ~Cvlinders
picked
up
by
ALPHA
laboratory.
21 LAB 09/22/95 8 122,710 28.27 4,340 _
~ Cylinders delivered to ALPHA
laboratory.
2 2 LAB .1. 0 / 1 2 / 9 5 2 8 15 2,080 2 8.2 ? 5,3 80 '~'~ompression test results comply with
applicable specifications.
23 LAB 10/12/95 28 150,640 28.27 5,330 __
~ Compression test results do not comply
2 4 LAB HOLD H 2 8.2 ? with applicable specifications.
28 3,000/ ~F/ / '//~es"l~ect f Mil Y S u b mi~///.~:::::~/'''
Specifications
/ ~Es~~~
~ D~ ~NER
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: SEPTENBER 22, 1995
LE~ISVILLE, TEXAS
PROJECT: REJOI CE LUTHERN CHRUCH OUR REPORT NO.: 9550 4-14
COPPELL, TEXAS
FIELD DATA
PAVING DRIVEWAY, 200' S. AND 80' E.
LOCATION OF CONCRETE PLACEMENT
FROM S.E. CORNER OF BLDG.
DATE PLACED 0 9/14 / 95 PLANT 5
TIME 08 -' 05 DELIVER TICKET NO 90151
SLUMP (ASTM C-143) 4.5 MIX PROPORTIONS (SSD) N/A
AlE CONTENT (ASTM C-231 [] OR C-173 [~) 5 CEMENT N/A
AIR TEMPERATURE 81 WATER N / A
CONCRETE TEMPERATURE 8 5 FINE AGGREGATE N / A
DATE RECEIVED 09/15/95 COARSE AGGREGATE N/A
FIELD DATA SUBMI'i-rED BY PM ADMIXTURE N/A
MIX DATA SUBMITTED BY RED l-MIA[~/
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 .'-'~"OR C-1231 -~
REMARKS
COMPRESSION TEST RESULTS
(NOMINAL CYUNDER SIZE S" X !2") ;~-'"'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 I~'~CvCvlinders
picked
up
by
ALPHA
laboratory.
17 LAB 09/22/95 8 117,970 28.27 4,170 u Cylinders delivered to ALPHA
laboratory.
18 LAB 10/12/95 28 136,310 28.27 4,820 ~-- --'",- ~ression test results comply with
19 LAB 10/12/95 28 142,790 28.27 5,050 applicable specifications.
[] Compression test results do not comply
with applicable specifications.
20 LAB HOLD H 28 . 27
Specifications 2 8 3,000 espectfully Sub '
DA.,V21) P. STETTNER
ALPHA TESTING, INC. REPORT OF CONCRETE
2209 Wisconsin St. COMPRESSIONTEST
suite 100
Dallas, Texas 75229
(214) 620-8911
TESTED FOR: CSI DATE OF ISSUE: SEPTEMBER 22, 1995
LEW I SV I LLE, TEXAS
PROJECT: RE JO I CE LUTHERN CHRUCH OUR REPORT NO.: 95504 - 14
COPPELL, TEXAS
FIELD DATA
PAVING DRIVEWAY, 200' S. AND 80'
LOCATION OF CONCRETE PLACEMENT
FROM S.E. CORNER OF BLDG.
DATE PLACED 0 9/1 4/95 PLANT 5
TIME 0 8 '- 0 5 DELIVER TICKET NO 90 1 51
SLUMP (ASTM C-143) 4.5 MIX PROPORTIONS (SSD) N/A
AIR CONTENT (ASTM C-231 [] OR C-173 [~) 5 CEMENT N/A
AIR TEMPERATURE 81 WATER N / A
CONCRETE TEMPERATURE 8 5 FINE AGGREGATE N / A
DATE RECEIVED 0 9 / 1 5 / 9 5 COARSE AGGREGATE N / A
FIELD DATA SUBMI'I-rED BY PM ADMIXTURE N/A
M~X DATA SUBMrUI'EO BY RED I -MI Y/
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~'OR C-1231 ,~.
REMARKS
COMPRESSION TEST RESULTS
(NOMINAL CYUNDER SIZE 6" X 12") ;,~Cyfinders 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 ----_Z~Cvlinders
picked
up
by
ALPHA
laborato~J.
17 LAB 09/22/95 8 117,970 28.27 4, ].70 "-' Cylinders delivered toALPHA
laboratory.
18 LAB 10/12/95 28 28.2?
[] Compression test results comply with
19 LAB 10 / 12 / 95 28 28.27 applicable specifications.
~' Compression test results do not comply
with applicable specifications.
20 LAB HOLD H 28.27
Specifications 28 3,000
~l:~ectfully Submitted
~..~JA TESTING, INC.
DAVID P. STETTNER