Ashton Ridge-LR 960930ALPHA TESTING, h~.;.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT UF CONCRETE
COMPRESSION TEST
TESTED FOR:
M & M DEVELOPMENT, INC.
C/O FINLEY DEVELOPMENT
ADDISON, TEXAS
DATE OF ISSUE:
SEPTEMBER 30, 1996
PROJECT:
ASHTON RIDGE
COPPELL, TEXAS
OUR REPORT NO.:
96362-30
FIELD DATA
LOCATION OF CONCRETE PLACEMENT
DATE PLACED ON
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
PAVING - 10'
BR I TEN I NG
09/23/96
15:00
5.0
5.7
87
85
09/24/96
RD
W OF CENTER LINE ON CUL-DE-SAC
cOURT LA TA?ION .2+00
6
DELIVER TICKET NO
6038068
MIX PROPORTIONS (SSD) N/A
CEMENT
WATER N/A
FINE AGGREGATE N / A
COARSE AGGREGATE N/A
ADMIXTURE N/A
N/A
SPECIMENS CAPPED IN ACCORDANCE WITH ASTI~-~T ~O~1~231 []
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
25 LAI~ 09/30/9( 7 80,867 28,27 2,860
26 LAB 10/21/9( 28 28.27
27 LAB 10/21/9f 28 28.27
28 LAB HOLD H 28.27
Specifications 9 ~ ~ t't t't t3
REMARKS
(~linders made by ALPHA
representative.
[] Cylinders made by Amhitect's
or Contractor's representative.
[~llaC~lionders 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.
ecffully Submitted
TESTING, INC.
COMPUDATA-CG01083-~ DAVID (PAT) STETTNER
ALPHA TESTING,
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT uF CONCRETE
COMPRESSION TEST
TESTED FOR:
M & M DEVELOPMENT, INC.
C/O FINLEY DEVELOPMENT
ADDISON, TEXAS
DATE OF ISSUE:
SEPTEMBER 30, 1996
PROJECT:
ASHTON RIDGE
COPPELL, TEXAS
OUR REPORT NO.:
96362-30
FIELD DATA
LOCATION OF CONCRETE PLACEMENT
PAVING - 10'
DATE PLACED ON SR I ?EN I NO
o9/23/96
TIME 15: 0 0
SLUMP (ASTM C-143) 5.0
AIR CONTENT (ASTM C-231 [~OR C-173 [] ) 5. ?
AIR TEMPERATURE 8 7
CONCRETE TEMPERATURE
DATE RECEIVED 8 5
09/24/96
FIELD DATA SUBMITTED BY
RD
W OF CENTER LINE ON CUL-DE-SAC
CouR? tiLA A?ION 2+OO
DELIVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
MIX DATA SUBMrrrED BY
SPECIMENS CAPPED IN ACCORDANCE WITH ASTI~-~'6~'~'1231 []
6
6038068
N/A
N/A
N/A
N/A
N/A
N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SmZE a" X 12")
(ASTM C..39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
25 LAS 09/30/96 ? 80,86? 28.27 2,860
26 LAB 10/21/96 28 104,150 28.27 3,680
27 LAB 10/21/96 28 113,740 28.27 4,020
28 LAB HOLD H 28.27
Specifications 9 R '~ ~ f% ~3
REMARKS
~'~linders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[;~ylinders picked up by ALPHA
laboratory.
[] Cylinders delivered to ALPHA
laboratory.
[~C'~oompressions test results comply with
applicable specitications.
[] Compression test ~'esults do not comply
with applicable specifications.
DAV I D ,t-PAT ) STETTNER
COMPUDATA-CG01083-34
ALPHA TESTING,
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT uF CONCRETE
COMPRESSION TEST
TESTED FOR:
M & M DEVELOPMENT, INC.
C/O FINLEY DEVELOPMENT
ADDISON, TEXAS
DATE OF ISSUE:
SEPTEMBER 30, 1996
PROJECT:
ASHTON RIDGE
COPPELL, TEXAS
OUR REPORT NO.:
96362-29
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING - 5 ' E OF
ON BR I STOL COURT
DATE PLACED 0 9/2 3/96
TIME 14 ,' 15
SLUMP (ASTM C-143) / 4.7 5
AIR CONTENT (ASTM C-231I~OR C-173 [] ) 6,0
AIR TEMPERATURE 8 0
CONCRETE TEMPERATURE 8 3
DATE RECEIVED 0 9/2 4/96
FIELD DATA SUBMIq-rED BY RD
MIX DATA SUBMITTED BY LATT lJ~0RE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 ~OR C-1231 []
CENTER LINE ON
e 4+5o
DELIVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
CU L - DE- SAC
7
7025631
N/A
N/A
N/A
N/A
N/A
N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
NB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO, CURING TESTED DAYS LOAD STRENGTH, PSI
21 LAB 09/30/96 7 98,857 28.27 3,500
22 LAB 10/21/96 28 117,440 28.27 4,150
23 LAB 10/21/96 28 117,300 28.27 4,150
24 LAB HOLD H 28.27
Sp~ifications 2 8 3 . O O O
COMPUDATA-CG01083-34
REMARKS
[~ylindem made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractors representative.
Z~lCa~linders picked up by ALPHA
oratory.
[] Cylinders delivered to ALPHA
laboratory.
'~Compressions t.e..st .results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
DAVID (PAT) STETTNER
ALPHA TESTING,
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT CONCRETE
COMPRESSION TEST
TESTED FOR:
M & M DEVELOPMENT, INC.
C/O FINLEY DEVELOPMENT
ADDISON, TEXAS
DATE OF ISSUE:
SEPTEMBER 30, 1996
PROJECT:
ASHTON RIDGE
COPPELL, TEXAS
OUR REPORT NO.:
96362-29
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAY I NG - 5 ' E OF
ON BRISTOL COORT
DATE PLACED '0 9/2 3/9 6
TIME 14: 15
SLUMP (ASTM C-143) ~OR 4.7 5
AIR CONTENT (ASTM C-231 C-173 []) 6.0
AIR TEMPERATURE 8 0
CONCRETE TEMPERATURE 8 3
DATE RECEIVED 0 9/2 4/9 6
FIELD DATA SUBMITTED BY RD
MIX DATA SUBMI'I-I'ED BY LATT I MORE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 I~OR C-1231 []
CENTER LINE ON CUL-DE-ShC
@ ,~i~ION 4'1'50
7
DELIVER TICKET NO
7025631
M~X PROPORTIONS (SSD) N/A
CEMENT N/A
WATER N/A
F~NE AGGREGATE N/A
COARSE AGGREGATE N/A
ADMIXTURE N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
21 LAS 09/30/96 7 98,85? 28.27 3,500
22 LAB 10/21/96 28 28.27
23 LAB 10/21/96 28 28.27
24 LAB HOLD H 28.27
Specifications 2 8 3 . 0 00
COMPUDATA-CG01083-34
DAVID
REMARKS
~ylinders made by ALPHA
representative.
[] Cylinders made by Amhitect's
or Contractor's representative.
< C~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.
Respectfully Submitted
AI~-I~ESTING. INC.
(PAT) STETTNER