Woodlands-LR 950928ALPHA 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 28, 1995
PROJECT:
WOODLANDS OF COPPELL
COPPELL, TEXAS
OUR REPORT NO.:
95230-51
FIELD DATA
PAVING, BRECK AND
LOCATION OF CONCRETE PLACEMENT
AT STATION 7+50
DATE PLACED 0 9 / 21 / 9 5
TIME 15: 50
SLUMP (ASTM C-143) 4
AIR CONTENT (ASTM C-231 [] OR C-173 ~ 5
AIR TEMPERATURE 67
CONCRETE TEMPERATURE 8 0
DATE RECEIVED 0 9 / 2 2 / 9 5
FIELD DATA SUBMI'I-FED BY ER
MIX DATA SUBMI'I'FED BY
SPECIMENS CAPPED IN ACCORDANCE WITH AS~I~ ~:~R C-1231 []
HE I GHTS
PLANT 2 7
DELIVER TICKET NO 1 7 5 4 1 4
MIX PROPORTIONS (SSD) 9 3 6 3
CEMENT N/A
WATER N / A
FINE AGGREGATE N / A
COARSE AGGREGATE N / A
ADMIXTURE N / A
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
55 LAB 09/28/95 7 136,880 28.27 4,840
56 LAB 10/19/95 28 183,690 28.27 6,500
57 [,AB 10/19/95 28 177,781 28.27 6,290
58 LAB HOLD H 28.27
Specifications 2 8 3, 60 0
REMARKS
[~'/CCylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[~CyllCyllnders picked up by ALPHA
laboratory.
[] Cylinders delivered to ALPHA
laboratory.
'~"~-'~pmssion test results comply with
applicable specifications.
[] Compression test results do not comply
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
DATEOFISSUE: SEPTEMBER 28, 1995
PROJECT:
WOODLANDS OF COPPELL
COPPELL, TEXAS
OUR REPORT NO.:
95230-50
FIELD DATA
LOCATION OF CONCRETE PLACEMENT
AT
DATE PLACED
TIME
SLUMP (ASTM C-143)
AIR CONTENT (ASTM C-231 I-I OR C-173 E~
AIR TEMPERATURE
CONCRETE TEMPERATURE
DATE RECEIVED
FIELD DATA SUBMITTED BY
PAVING, BRECK AND HEIGHTS STATION 4+50
0 9/21/95 PLANT 27
12: 55 DEUVER T~CKET NO 175843
4 M~X PROPORTIONS (SSD) 9363
5 CEMENT N / A
7 5 WATER N / A
8 4 FINE AGGREGATE N / A
0 9 / 2 2 / 9 5 COARSE AGGREGATE N / A
ER ADMIXTURE N / A
MIX DATA SUBMrI'rED BY
SPECIMENS C,A~DPED IN ACCORDANCE WITH A~4'~'"~o~'~"~)R C-1931 []
COMPRESSION TEST RESULTS
(NOMINAL CYUNDER SIZE 6' X 12")
(AS'TM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
51 [,AB 09/28/95 ? 123,770 28,2? 4,380
52 LAB 10/19/95 28 172,810 28.27 6,110
53 LAB 10/19/95 28 169,201 28.27 5,990
52 LAB HOLD H 28.27
Specifications 2 8 3,600
REMARKS
[~,~ylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[~"CCyllnders picked up by ALPHA
laboratory.
[] Cylinders delivered to ALPHA
laboratory.
[~"~'mpression test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
[]
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
DATEOFISSUE: SEPTEMBER 28, 1995
PROJECT:
WOODLANDS OF COPPELL
COPPELL, TEXAS
OUR REPORT NO.:
95230-49
FIELD DATA
PAVING, BRECK AND
LOCATION OF CONCRETE PLACEMENT AT STATION 1+50
DATE PLACED 0 9 / 21 / 9 5
TIME 11: 55
SLUMP (ASTM C.143) 5
AIR CONTENT (ASTM C-231 I"] OR C-173 I~ 5
AIR TEMPERATURE 7 5
CONCRETE TEMPERATURE 8 5
DATE RECEIVED 0 9/22 / 95
FIELD DATA SUBMrl-rED BY ER
MIX DATA SUBMITTED BY P I ONEER /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 E~OR C-1231 []
HE I GHTS
PLANT 2 7
DELIVER TICKET NO 17 5 30 7
MIX PROPORTIONS (SSD) 93 63 PPO
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
47 LAB 09/28/95 7 120,110 28.27 4,250
48 LAB 10/19/95 28 168,780 28.27 5,970
49 LAB 10/19/95 28 155,750 28.27 5,510
50 LAB HOLD H 28 . 27
Specifications 28 3,600
REMARKS
[~yllnders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[~C~ieders 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.
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 28, 1995
PROJECT:
WOODLANDS OF COPPELL
COPPELL, TEXAS
OUR REPORT NO.:
95230-51
FIELD DATA
PAVING, BRECK AND
LOCATION OF CONCRETE PLACEMENT
AT STATION 7+50
DATE PLACED 0 9 / 21 / 95
TIME 15: 50
SLUMP (AS'TM C-143) 4
AIR CONTENT (ASTM C-231 [] OR C-173 E~ 5
AIR TEMPERATURE 6 7
CONCRETE TEMPERATURE 8 0
DATE RECEIVED 0 9 / 2 2 / 9 5
FIELD DATA SUBMrI-FED BY ER
MIX DATA SUBMITTED BY
SPECIMENS CAPPED IN ACCORDANCE WITH AS~'I~°T ~~R C-1231 []
HEIGHTS
PLANT 27
DELIVER TICKET NO 17 5 414
MIX PROPORTIONS (SSD) 93 63
CEMENT N / A
WATER N/A
FINE AGGREGATE N / A
COARSE AGGREGATE N / A
ADMIXTURE N / A
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
55 LAB 09/28/95 7 136,880 28.27 4,840
56 LAB 10/19/95 28 183,690 28.2? 6,500
5? LAB 10/19/95 28 177,781 28.27 6,290
58 LAB HOLD H 28.27
Specifications 28 3, 600
REMARK~
[~Cylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[~CyllCyllnders picked up by ALPHA
laboratory.
[] Cylinders delivered to ALPHA
laboratory.
,l~'o~ompression test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
[]
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
DATEOFISSUE: SEPTEMBER 28, 1995
PROJECT:
WOODLANDS OF COPPELL OUR REPORTNO.: 95230-50
COPPELL, TEXAS
FIELD DATA
PAVING, BRECK AND HEIGHTS
LOCATION OF CONCRETE PLACEMENT
AT STATION 4+50
DATE PLACED 0 9 / 2 1 / 9 5 PLANT 2 7
TIME .1. 2: 5 5 DELIVER TICKET NO 1 7 5 8 4 3
SLUMP (ASTM C-143) 4 MIX PROPORTIONS (SSD) 9 3 6 3
AIR CONTENT (ASTM C-231 I-I OR C-173 ~ 5 CEMENT N/A
AIR TEMPERATURE 7 5 WATER N / A
CONCRETE TEMPERATURE 8 4 FINE AGGREGATE N/A
DATE RECEIVED 0 9 / 2 2 / 9 5 COARSE AGGREGATE N / A
FIELD DATA SUBMITTED BY ER ADMIXTURE N / ~.
MIX DATA SUBMITTED BY
COMPRESSION TEST RESULTS
(NOMINAL CYUNDER SIZE 6" X 12")
(ASTM C-39)
~B TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
51 LAB 09/28/95 7 123,770 28.27 4,380
52 LAB 10/19/95 28 !172,810 28.27 6,110
53 LAB 10/19/95 28 169,201 28.27 5,990
52 LAB HOLD H 28.27
Specifications 28 3,600
REMARKS
[~C/ylinders made by ALPHA
repre~e~lve.
[] Cylinders made by Architect's
or Contractor's mpresemat~.
[~Cyllnders picked up by ALPHA
laboratory.
[] Gylinclers delivered to ALPHA
[;~mpression test results comply with
applicable speclflcaitons.
[] Gompresslon test results do not comply
with applicable specifications.
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
DATEOFISSUE: SEPTEMBER 28, 1995
PROJECT:
WOODLANDS OF COPPELL
COPPELL, TEXAS
OUR REPORT NO.:
95230-49
FIELD DATA
LOCATION OF CONCRETE PLACEMENT
DATE PLACED
TIME
SLUMP (ASTM C-143)
AIR CONTENT (ASTM C-231 [] OR C-173 I~)
AIR TEMPERATURE
CONCRETE TEMPERATURE
DATE RECEIVED
FIELD DATA SUBMITI'ED BY
PAVING, BRECK AND
AT STATION 1+50
09/21/95
11:55
5
5
75
85
09/22/95
ER
MIX DATA SUBMITTED BY P I ONEER /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~ OR C-1231 []
HEIGHTS
27
PLANT
DELIVER TICKET NO 175307
M~X PROPORTIONS (SSD) 9363 PPU
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
47 LAB 09/28/95 7 120,110 28.27 4,250
48 LAB 10/19/95 28 168,780 28.27 5,970
49 LAB 10/19/95 28 155,750 28.27 5,510
50 LAB HOLD H 28.27
28 3,6O0
Specifications
REMARKS
[~ylinders made by ALPHA
representative.
Eli Cylinders made by Architect's
or Contractor's representative.
[~llndem picked up by ALPHA
laboratory.
[] Cylinders delivered to ALPHA
[~mpreesion test results comply with
applicable speclflcatior~.
[] Compression test results do not comply
with applicable specifications.