Ashton Ridge-LR 960905ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR: M & M DEVELOPMENT, INC
C/O FINLEY DEVELOPMENT
DATE OF ISSUE:
SEPTEMBER 5, 1996
PROJEC~ ASHTON RIDGE
COPPELL, TEXAS
OUR REPORT NO.: 96362-21
FIELD DATA
LOCATION OF CONCRETE PLACEMENT INLET TOP AT NE CORNER OF SITE
DATE PLACED
TIME
SLUMP (ASTM C-143)
AIR CONTENT (ASTM C-231 [] OR C-173 ~)
AIR TEMPERATURE
CONCRETE TEMPERATURE
DATE RECEIVED
FIELD DATA SUBMITTED BY
MIX DATA SUBMITTED BY
08/27/96
15:45
1.0
5.25
86
89
08/28/96
DR
LATTIMORE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [] OR C-1231 []
PLANT 3
DELIVER TICKET NO 3 0 3 0 6 1 4
MIX PROPORTIONS (SSD) N/A
CEMENT N/A
WATER N/A
FINE AGGREGATE N/A
COARSE AGGREGATE N/A
ADMIXTURE N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASWa c.-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
9 LAB 09/03/96 7 117,880 28.27 4,170
10 LAB 09/24/96 28 28.27
11 LAB 09/24/96 28 28.27
12 LAB HOLD H 28.27
Specifi~tions 28 4,500
COMPUDATA-CG01083-34
REMARKS
[~ylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
~a~)nders picked up by ALPHA ratory.
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
R.e~p~ectfully Submitted
AI~A TESTING, INC,
DAVID (PAT) STETTNER
ALPHA TESTING,
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
' II 'EpORT OF CONCRETE
PUBLIC WuRK .
TESTED FOR: M & M DEVELOPMENT, INC
C/O FINLEY DEVELOPMENT
DATE OF ISSUE: SEPTEMBER 5, 1996
PROJECT: ASHTON RIDGE
COPPELL, TEXAS
OUR REPORT NO.: 96362-21
FIELD DATA
LOCATION OF CONCRETE PLACEMENT INLET TOP AT NE CORNER OF SITE
DATE PLACED
TIME
SLUMP (ASTM C-143)
AIR CONTENT (ASTM C-231 [] OR C-173 ~)
AIR TEMPERATURE
CONCRETE TEMPERATURE
DATE RECEIVED
FIELD DATA SUBMITTED BY
MIX DATA SUBMI'B'ED BY
08/27/96 PLANT 3
15: 45 DELIVER TICKET NO 3030614
1.0 MIX PROPORTIONS (SSD) N/A
5.2 5 CEMENT N/A
86 WATER N/A
89 FINE AGGREGATE N/A
0 8 / 2 8 / 9 6 COARSE AGGREGATE N/A
DR ADMIXTURE N/A
LATTIMORE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [] OR C-1231 []
REMARKS
COMPRESSION TEST RESULTS E~"~ylinders made by ALPHA
(NOMINAL CYLINDER SIZE 6" X 12") representative.
(ASTM C-39)
[] Cylinders made by Architect's
or Contractor's representative,
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
9 LAB 09/03/96 7 117,880 28.27 4,170
10 LAB 09/24/96 28 150,800 28.27 5,330
11 LAB 09/24/96 28 152,030 28.27 5,380
12 LAB HOLD H 28.27
Specifications 28 4.500
E~la~olinders picked up by ALPHA
oratory.
[] Cylinders delivered to ALPHA
laboratory.
I~om..pressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
COMPUDATA-CG01083-34