Woodlands-LR 950923ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR:
W.O.C. INVESTMENTS, INC.
C/O FINLEY DEVELOPMENT
ADDISON, TEXAS
DATE OF ISSUE: SEPTEMBER 23, 1995
PROJECT:
WOODLANDS OF COPPELL
COPPELL, TF_~S
OUR REPORT NO.:
95230-44
FIELD DATA
PAVING,
LOCATION OF CONCRETE PLACEMENT AT STATION 0 + 50
OF CENTERLXNE ON MANCHESTER
DATE PLACED 09/16/95
TIME 13: 50
SLUMP (ASTM C-143) 5
AIR CONTENT (ASTM C-231 [] OR C-173 [~ 5.25
AIR TEMPERATURE 8 6
CONCRETE TEMPERATURE 8 ?
DATE RECEIVED 0 9 / 17 / 9 5
FIELD DATA SUBMI'I-rED BY RD
MIX DATA SUBMITTED BY P I ONEER /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~'OR C.1231 []
27
DEUVER TICKET NO 175910
MIX PROPORTIONS (SSD)
CEMENT N/A
WATER N/A
FINE AGGREGATE N / A
COARSE AGGREGATE N / A
ADMIXTURE
COMPRESSION TEST RESULTS
(NOMINAL CYUNDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
31 LAB 09/23/95 7 99,520 28.2? 3,520
32 LAB 10/14/95 28 28.27
33 LAB 10/14/95 28 28.27
34 LAB HOLD H 28 . 27
Specifications 2 8 4,500
REMARKS
E~'ylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[~l~lCylinders picked up by ALPHA
laboratory.
[] Cylinders delivered to ALPHA
[] Compression test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
Respectfully Submitted
'~ TESTING, INC.
DAVI~) P. STETTNER
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR:
W. O.C. INVESTMENTS, INC.
CIO FINLEY DEVELOPMENT
ADDI SON, TEXAS
DATE OF ISSUE: SEPTEMBER 23, 1995
PROJECT:
WOODLANDS OF COPPELL
COPPELL, TEXAS
OUR REPORT NO.:
95230-43
FIELD DATA
LOCATION OF CONCRETE PLACEMENT
DATE PLACED
TIME
SLUMP (ASTM C-143)
AIR CONTENT (ASTM C-231 I"] OR C-173 r~ )
AIR TEMPERATURE
CONCRETE TEMPERATURE
DATE RECEIVED
PAVING,
STATION 8+75
o9/16/95
11:55
5
5
81
87
o9/17/95
OF CENTENLINE ON MANCHESTER
FIELD DATA SUBMITTED BY RD
MIX DATA SUBMITTED BY S~'t~
SPECIMENS CAPPED IN ACCORDANCE WITH A OR C-1231 []
PLANT 27
DEUVER TICKET NO 1 ? 5 5 1 0
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
27 LAB 09/23/95! ? 98,235 28.27 3,4?0
28 LAB 10/14/95 28 28.27
29 LAB 10/14/95 28 28.27
30 LAB HOLD H 28.27
Specifications 28 4,500
REMARKS
[~CCylinders mede by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
I~bomto~/.
[] G-htlindem d~lht,md to
[] Compr~ion te,~t r~ults ~ompht ~lth
8ppllosl~
[] Compr~ion t~t r~u~ do not
~APeCt~U3 Elly Submitted
STING, INC.
DAV ! D P. STETTNER
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR:
W.O.C. INVESTMENTS, INC.
C/O FINLEY DEVELOPMENT
ADDISON, TEXAS
DATE OF ISSUE: SEPTF/~BER 23, 1995
PROJECT:
WOODLANDS OF COPPELL
COPPELL, TEXAS
OUR REPORT NO.:
95230-42
FIELD DATA
LOCATION OF CONCRETE PLACEMENT
DATE PLACED
TIME
SLUMP (ASTM C-143)
AIR CONTENT (ASTM C-231 [] OR C-173
AIR TEMPERATURE
CONCRETE TEMPERATURE
DATE RECEIVED
FIELD DATA SUBMI'I'I'ED BY
PAV I NO,
STATION 6+8
09/16/95
09:00
4.5
4.75
75
85
o9/17/95
RD
OF CENTERLINE ON MANCHESTER
MIX DATA SUBMI'I-FED BY
SPECIMENS CAPPED IN ACCORDANCE WITH AS*I'I~ ~-'~OR O-1231 []
PLANT 27
DEUVER TICKET NO 175500
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 CYUNDER SIZE a" x 12")
(ASTU C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
23 LAB 09/23/95 ? 100,280 28.27 3,550
24 LAB 10/14/95 28 28.27
25 LAB 10/14/95 28 28.27
26 LAB HOLD H 28.27
Specifications 2 8 4,500
REMARKS
[~ylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[~'ylinders picked up by ALPHA
laboratory.
[] Cylinders delivered to ALPHA
laboratory.
[] Compression test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
dly Submitted
STING, INC.
DAVID P. STETTNER
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR:
W.O.C. INVESTMENTS, INC.
C/O FINLEY DEVELOPMENT
ADDISON, TEXAS
D~EOFISSUE: SEPTEMBER 23, 1995
PROJECT:
WOOD['ANDS OF COPPELL
COPPEhh, TF. XAS
OUR REPORT NO.:
95230-44
FIELD DATA
PAV I NG,
LOCATION OF CONCRETE PLACEMENT AT STATION 0 + 50
OF CENTERhINE ON MANCHESTER
DATE PLACED 09/16/95
TIME 13: 50
SLUMP (ASTM C-143) 5
AIR CONTENT (ASTM C-231 [] OR C-173 [~ 5.2 5
AIR TEMPERATURE 8 6
CONCRETE TEMPERATURE 8 7
DATE RECEIVED 0 9 / 17 / 9 5
FIELD DATA SUBMI'FI'ED BY RD
MIX DATA SUBMrl-FED BY P ! ONEER /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~'DR C-1231 []
27
DELIVER TICKET NO 175910
MIX PROPORTIONS (SSD) N/A
CEMENT
WATER N/A
FINE AGGREGATE N/A
COARSE AGGREGATE N / A
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
31 [,AB 09/23/95 ? 99,520 28.27 3,520
32 LAB 10/14/95 28 130,140 28.27 4,600
33 [,AB 10/14/95 28 128,770 28.27 4,560
34 [,AB HOLD H 28 . 27
Specifications 28 4,500
REMARKS
~"~yl nders made by ALPHA ~ representative.
[] Cylinders made by Architect's
or Contractor's representative.
[~linders picked up by ALPHA
laboratory.
[] Cylinders delNered to ALPHA
laboratory.
I~mpression test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
P
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR:
W.O.C. INVESTMENTS, INC.
C/O FINLEY DEVELOPMENT
ADDISON, TEXAS
DATE OF ISSUE: SEPTEMBER 23, 1995
PROJEC'R
WOODLANDS OF COPPELL
COPPELL, TEXAS
OUR REPORT NO.:
95230-43
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
CENTKRL I NE
PAVINO, OF
AT STATION 8+75
09/16/95
11:55
5
5
81
87
o9/17/95
DATE PLACED
TIME
SLUMP (ASTM C-143)
AIR CONTENT (ASTM C-231 [] OR C-173 ~ )
AIR TEMPERATURE
CONCRETE TEMPERATURE
DATE RECEIVED
FIELD DATA SUBMI'rI'ED BY
MIX DATA SUBMI'I-FED BY
SPECIMENS CAPPED IN ACCORDANCE WITH AST~ C-"6T'/'-[~ OR C-1231 []
ON MANCHESTER
PLANT 27
DEUVER TICKET NO 17 5510
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 CYUNDER SIZE r x 12')
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
27 LAB 09/23/95 7 98,235 28.27 3,470
28 LAB 10/14/95 28 130,520 28.27 4,620
29 LAB 10/14/95 28 128,920 28.27 4,560
30 LAB HOLD H 28.27
Specifications 28 4,500
REMARKS
.[~ylinclers made by ALPHA
13 Cylinders/e ~ Architect's
or Contractor's ~.
[:~lnders picked up by ALPHA
[] Cyllndem delivered to ALPHA
[] ~ml~'~ion t~t r~ult~ do ~t ~omply
"-~k~P / STETTNER
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR:
W.O.C. INVESTMENTS, INC.
C/O FINLEY DEVELOPMENT
ADDISON, TEXAS
DATE OF ISSUE: SEP~KMBKR 23, 1995
PROJECT:
WOODhANDS OF COPPKLL
COPPKLL, TEXAS
OUR REPORT NO.:
95230-42
FIELD DATA
LOCATION OF CONCRETE PLACEMENT
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
PAVING,
STATION 6+8
09/16/95
09:00
4.5
4.75
75
85
09/17/95
RD
OF CENTERLINE ON-MANCHKSTER
MIX DATA SUBMITTED BY
SPEC,MENS C PED ,. ACCORD*.CE wrr. AS t = 'I OR C- 23 []
PLANT 27
DEUVER TICKET NO 17 5500
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
23 [,AB 09/23/95 7 100,280 28.2? 3,550
24 [,AB 10/14/95 28 133,430 28.27 4,720
25 LAB 10/14/95 28 128,920 28,27 4,560
26 tAB HOLD H 28.27
Specifications 28 4,500
RF. blARK8
I-I Cylinders made by Architect's
or Contractor's representative.
[~yllnders picked up by ALPHA
[] Cylinders delivered to ALPHA.
laboratory.
[~preesion test results comply with
applicat4e specifications.
[] Compression test results do not comply