Ashton Ridge-LR 961001ALPHA 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:
OCTOBER
1, 1996
PROJECT ASHTON RIDGE
COPPE[.L, TEXAS
OUR REPORT NO.:
96362-34
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAV I N(;I, CENTER
DATE PLACED 0 9 / 2 4 / 9 6
TIME 1 5: 4 5
SLUMP (ASTM C-143) / 2.0
AIR CONTENT (ASTM C-231[~'OR C-173 []) 4.6
AIR TEMPERATURE 7 9
CONCRETE TEMPERATURE 8 4
DATE RECEIVED 09 / 2 5 / 96
FIELD DATA SUBMIT[ED BY RD
MIX DATA SUBMITTED BY [.ATT IN2~)RE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 I~' OR C-1231 []
LINE OF BRITENING LN.
@ STATION 1+00
PLANT 7
DELIVER TICKET NO 7 0 2 5
MIX PROPORTIONS (SSD) N/A
CEMENT
WATER N/A
FINE AGGREGATE N/A
COARSE AGGREGATE N /
ADMIXTURE
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
41 LAB 10/01/96 7 117,920 28.27 4,170
42 LAB 10/22/96 28 143,760 28.27 5,090
43 LAB 10/22/96 28 145,150 28.27 5,130
44 LAB HOLD H 28.27
Specifications 2 8 3,0 0 0
COMPUDATA-CG01083-34
REMARKS
,(~linders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
,~l~linders picked up by ALPHA
oratory.
[] Cylinders delivered to ALPHA
laboratory.
~ompressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
DAV I D PAT R
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:
OCTOBER
1, 1996
PROJECT:
ASHTON RIDOE OUR REPORT NO.: 96362-33
COPPELL, TEXAS
FIELD DATA
LOCATION OF OONORETE PLACEMENT PAVING, CENTER LINE OF BRITENING LN.
PLANT
DATE PLACED 0 9/2 4/96 DELIVER TICKET NO
TIME 11: 40
MIX PROPORTIONS (SSD)
SLUMP (ASTM C-143) ~O i. 0 CEMENT
AIR CONTENT (ASTM C-231 R C-173 [] ) 4. i WATER
AIR TEMPERATURE 7 6
CONCRETE TEMPERATURE FINE AGGREGATE
8 3 COARSE AGGREGATE
DATE RECEIVED 0 9 / 2 5 / 9 6
FIELD DATA SUBMI'UI'ED BY ADMIXTURE
MIX DATA SUBMI3-rED BY RD x
SPECIMENS CAPPED '" ACCORDANCE WITH ASTI~-~'7~)R~'1231 []
@ STATION 2+50
7
7025721
N/A
N/A
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
37 LAB 10/01/96 7 127,030 28.27 4,490
38 LAB 10/22/96 28 147,560 28.27 5,220
39 LAB 10/22/96 28 152,270 28.27 5,390
40 LAB HOLD H 28.27
Specifications ~ 8 _~ _ ~ ~t ~
COMPUDATA-CG01083-34
REMARKS
[~ylindem made by ALPHA
representative.
E] Cylinders made by Architect's
or Contractor's representative.
I~lCa~nders picked uP bYALPHA ratory.
[] Cylinders delivered to ALPHA
laboratory.
~Compressions test 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 uF CONCRETE
COMPRESSION TEST
TESTED FOR:
M & M DEVELOPMENT, INC.
C/O FINLEY DEVELOPMENT
ADDISON, TEXAS
DATE OF ISSUE:
OCTOBER 1, 1996
PROJECT:
ASHTON RIDGE OUR REPORT NO.: 96362-32
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAV I NG, CENTER L I NE OF BR I TEN I NC, CT.
DATE PLACED
TIME
SLUMP (ASTM C-143)
/
AIR CONTENT (ASTM C-2311~'OR C-173 [])
AIR TEMPERATURE
CONCRETE TEMPERATURE
DATE RECEIVED
FIELD DATA SUBMI']-I'ED BY
@ STATION 0+50
RD
MIX DATA SUBMI'I-I'ED BY · /
SPEC,ME.S CAPPED ,N ACCORDANCE W,tH []
PLANT
0 9 / 2 4 / 9 6 DELIVER TICKET NO
10:00 ?025?06
1.0 MiX PROPORTIONS (SSD)
4 3 CEMENT N/A
· WATER N/A
? 4 FINE AGGREGATE N/A
8 2 COARSE AGGREGATE
09/25/96
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
33 LAB 10/01/96 7 113,010 28.27 4,000
34 LAB 10/22/96 28 140,820 28.27 4,980
35 LAB 10/22/96 28 143,680 28.27 5,080
36 LAB HOLD H 28.27
Specifications 2 8 ~ ~
REMARKS
[~'ylinders made by ALPHA
representative.
[] Cylinders made by Amhitect's
or Contractor's representative.
[~a~nders picked up by ALPHA
ratory.
[] Cylinders delivered to ALPHA
laboratory.
I]3~ompressions test results comply with
applicable specifications,
[] Compression test results do not comply
with applicable specifications.
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:
OCTOBER 1, 1996
PROJECT:
ASHTON RIDGE
COPPELL, TEXAS
OUR REPORT NO.:
96362-31
FIELD DATA
LOCATION OF CONCRETE PLACEMENT
PAVING - CENTER LINE OF BRISTOL COURT @ STATION 1+00
DATE PLACED 0 9/2 4/9 6 PLANT 7
TIME DELIVER TICKET NO
13:35 702548
SLUMP (ASTM C-143) / 1.2 5 MIX PROPORTIONS (SSD) N/A
AIR CONTENT (ASTM C-231 [~OR C-173 []) 4.5 CEMENT N/A
AIR TEMPERATURE 79 WATER N / A
CONCRETE TEMPERATURE 8 3 FINE AGGREGATE N / A
DATE RECEIVED 0 9 / 2 5 / 9 6 COARSE AGGREGATE N / A
FIELD DATA SUBMITTED BY ADMIXTURE
RD N/A
MIX DATA SUBMITTED BY
SPECIMENS CAPPED IN ACCORDANCE WITH AS'1'~-~1~-1231 []
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'
29 LAB 10/01/96 7 128,540 28,27 4,550
30 LAB 10/22/96 28 148,550 28.27 5,250
31 LAB 10/22/96 28 144,850 28.27 5,120
32 LAB HOLD H 28.27
Specifications ~) R -'~ - (~ {) {)
REMARKS
{;~ylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
I~aa~linders picked up by ALPHA
oratory.
[] Cylinders delivered to ALPHA
laboratory.
[~CS'~pressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
COMPUDATA-CG01083-34
?
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR:
M & H DEVELOPMENT, INC.
C/O FINLEY DEVELOPMENT
ADDISON, TEXAS
DATE OF ISSUE: OCTOBER 1, 1996
PROJECT: ASHTON RIDOE
COPPELL, TEXAS
OUR REPORT NO.:
96362-34
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAV I NG, CENTER L I NE
DATE PLACED 09/24/96
TIME 1 5: 4 5
SLUMP (ASTM C-143) / 2.0
AIR CONTENT (ASTM C-231[~'OR C-173 E~) 4.6
AIR TEMPERATURE 79
CONCRETE TEMPERATURE 8 4
DATE RECEIVED 0 9 / 2 5 / 9 6
FIELD DATA SUBMI'I-rED BY RD
MIX DATA SUBMITTED BY LATT II~DRE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~ OR C-1231 []
OF BRITENING LN. @ STATION 1+00
PLANT 7
DELIVER TICKET NO 7 0 2 5 7 7 5
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")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
41 LAB 10/01/96 7 117,920 28.27 4,170
42 LAB 10/22/96 28 28.27
43 LAB 10/22/96 28 28.27
44 LAB HOLD H 28.27
Specifications 2 8 3,0 0 0
COMPUDATA-CG01083-34
DAVID
REMARKS
4~linders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
,~Ca~linders picked up by ALPHA
oratory.
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
/~TU Ily Submitted
ESTING, INC.
(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:
OCTOBER 1, 1996
PROJECT:
ASHTON RIDGE
COPPELL, TEXAS
OUR REPORT NO.:
96362-33
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING, CENTER LINE OF BRITENING
STATION 2+50
PLANT
DATE PLACED 0 9/2 4/96 DELIVER TICKET I~O 7
TIME 11: 40 7025721
SLUMP (ASTM C-143) ~O I. 0 M~X PROPORTIONS (SSD)
CEMENT N/A
AIR CONTENT (ASTM C-231 R C-173 [] ) 4. I WATER N/A
AIR TEMPERATURE 7 6 FINE AGGREGATE N/A
CONCRETE TEMPERATURE 8 3 N / A
DATE RECEIVED 09/25/96 COARSE AGGREGATE N/A
FIELD DATA SUBMrI-I'ED BY ADMIXTURE
MIX DATA SUBMITI'ED BY RD N/A
SPECIMENS CAPPED IN ACCORDANCE WITH AST~J~-~'7~-1231 []
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
37 LAB 10/01/96 7 127,030 28.27 4,490
38 LAB 10/22/96 28 28.27
39 LAB 10/22/96 28 28.27
40 LAB HOLD H 28.27
Specifications ? 8 3. O O O
REMARKS
[~inders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[~aa~linders picked up by ALPHA
oratory.
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
Resl~ctfully Submitted
ALW~TESTING, INC.
COMPUDATA-CG01~-~ DAVID (PAT) STETTNER
ALPHA TESTING, I~.
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
ADDISON, TEXAS
DATE OF ISSUE:
OCTOBER 1, 1996
PROJECT:
ASHTON RIDOE
COPPELL, TEXAS
OUR REPORT NO.:
96362-32
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING, CENTER LINE OF BRITENING CT. @ STATION 0+50
DATE PLACED 0 9/2 4/9 6 PLANT 7
TIME 10: 0 0 DELIVER TICKET NO 7 0 2 5 7 0 6
SLUMP (ASTM C-143) I. 0 MiX PROPORTIONS (SSD) N/A
AIR CONTENT (ASTM C-231 ~OR C-173 []) 4.3 CEMENT N/A
AIR TEMPERATURE 7 4 WATER N / A
CONCRETE TEMPERATURE FINE AGGREGATE
82 N/A
DATE RECEIVED 0 9/2 5/9 6 COARSE AGGREGATE N/A
FIELD DATA SUBMITTED BY RD ADMIXTURE N / A
MIX DATA SUBMI'I-I'ED BY I~-'~t~~-
SPECIMENS CAPPED IN ACCORDANCE WITH AST 1231 []
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
33 LAB 10/01/96 7 113,010 28.27 4,000
34 LAB 10/22/96 28 28.27
35 LAB 10/22/96 28 28.27
36 LAB HOLD H 28.27
Specifications ? 8 ~ . 131313
COMPUDATA-CG01083-34
DAVID
REMARKS
5~ylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[~a~oinders 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.
Re~ffully Submitted
AL, J~I~TESTING, INC.
(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:
OCTOBER 1, 1996
PROJECT:
ASHTON RIDGE
COPPELL, TEXAS
OUR REPORT NO.:
96362-31
FIELD DATA
LOCATIONOFCONCRETEP~CEMENT PAVINa - CENTER LINE OF BRISTOL
COURT @ STATION 1+00
DATE PLACED 09/24/96 PLANT 7
DELIVER TICKET NO
TIME 13: 35 702548
MIX PROPORTIONS (SSD)
SLUMP (ASTM C-143) 1.2 5 CEMENT N/A
AIR CONTENT (ASTM C-231 ~OR C-173 []) 4.5 WATER
AlE TEMPERATURE 7 9 N/A
CONCRETE TEMPERATURE 83 FINE AGGREGATE N / A
DATE RECEIVED 09/25/96 COARSE AGGREGATE N/A
FIELD DATA SUBMI'I-I'ED BY ADMIXTURE
RD N/A
MIX DATA SUBMITTED BY
SPECIMENS CAPPED IN ACCORDANCE WITH AST~%-~II~C~-1231 []
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
29 LAB 10/01/96 7 128,540 28.27 4,550
30 LAB 10/22/96 28 28.27
31 LAB 10/22/96 28 28.27
32 LAB HOLD H 28.27
Specifications 9 ~ ~ . O 0 0
COMPUDATA-CG01083-34
DAVID
REMARKS
~-ylinders made by ALPHA
representative.
[] Cylinders made by Amhitect's
or Contractor's representative.
I~lCa~linders picked up by ALPHA
oratory.
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
Re~l~C~ully Submitted
AL'~IWHA~I'ESTING, INC.
(PAT) STE??NER