Woodlands-LR 950922ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR:
H.O.C. INVESTMENTS, INC.
C/O FIN'LKY DKVELOPHKNT
ADD I SON, TEXAS
DATE OF ISSUE: SI~PTI~14BF, R 22, 199'5
PROJECT:
WOODLAHDS OF COPPELL
COPPKLL, TEXAS
OUR REPORT NO.:
95230-41
FIELD DATA
LOCATION OF CONCRETE PLACEMENT
DATE PLACED
TIME
SLUMP (AS'nd C-143)
AIR CONTENT (ASTM C-231 [] OR C-173
AIR TEMPERATURE
CONCRETE TEMPERATURE
DATE RECEIVED
PAVING, OF CENTERLINE ON MANCHESTER
FIELD DATA SUBMITTED BY RD
MIX DATA SUflMI'I'rED BY .~. ,~Mu,~ //
SPECIMENS CAPPED IN ACCORDANCE WITH AS~I~ ~-~V'~R 0-1231 []
STATION 4+20
09/15/95 PLANT 27
15: 40 DELIVER TICKET NO 175878
4.5 MIX PROPORTIONS (SSD) N/A
4.5 CEMENT N/A
88 WATER N/A
94 FINE AGGREGATE N / A
09/16/95 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
19 LAB 09/22/95 7 107,930 28.2? 3,820
20 [,AB 10/13/95 28 136,760 28.27 4,8~,0
2]. [,AB 10/13/95 28 137,260 28.2? ~,, 860
22 ;.AB tlO[,D H 28.27
Specifications 28 4,500
REMARKS
' ,[~ylinclers made by ALPHA
representative.
[] Cylinders made by Amhitect's
or Contractor's representative.
I;~lnders picked up by ALPHA
[] Cylinders delivered to ALPHA
~t~mpre~slon test results comply with
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
DATE OF ISSUE: SEPTEMBER 22, 1995
PROJECT:
WOODLANDS OF COPPELL
COPPELL, TEXAS
OUR REPORT NO.:
95230-40
PAY ! NO,
LOCATION OF CONCRETE PLACEMENT AT STATION 2+50
DATE PLACED 09/15/95
TIME 13 *' 3 5
SLUMP (ASTM C-143) , ~_
AIR CONTENT (ASTM C-231 [] OR C-173
~ 5
AIR TEMPERATURE 8 8
CONCRETE TEMPERATURE 90
DATE RECEIVED 09/16/95
FIELD DATA SUBMI3~rED BY RD
MIX DATA SUBMI'FI'ED BY PI ONEER j
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~'OR C.1231 []
FIELD DATA
OF CENTKR[, INK ON MANCHESTER
27
DEUVER TICKET NO 175861
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
15 [,AB 09/22/95 ? 94,368 28.2? 3,340
16 [,AB 10/13/95 28 128,250 28.27 4,540
17 [,AB 10/13/95 28 129,590 28.27 4,580
18 [,AB HOI.,D H 28.27
Specifications 2 8
REblARK~
· ,{~C~inders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
~lnders picked up by ALPHA
[] Cylinders delivered to ALPHA
laboratory.
~preesion test results comply with
applicable specifications.
[] Coml3'ession 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
DATE OF ISSUE: SEPTENB~-R 22, 1995
PROJEC'E
WOODLANDS OF COPPELL
COPP~LL, ?EXA8
OUR REPORT NO,:
95230-39
FIELD DATA
P&VINO, 5' W. OF
LOCATION OF CONCRETE PLACEMENT AT STATION 9+20
DATE PLACED 0 9/15/95
TIME 11: 50
SLUMP (ASTM C-143) 5
AIR CONTENT (ASTM C-231 [] OR C-173 ~ 4.2 5
AIR TEMPERATURE 8 5
CONCRETE TEMPERATURE 8 7
DATE RECENED 0 9/16/95
FIELD DATA SUBMI3'TED BY RD
MIX DATA SUBMITTED BY P I ONCE~-,''//..
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 I~ OR C-1231 []
CENTERLINE ON MANCHESTER
PLANT 27
DELIVER TICKET NO 17 58 43
MIX PROPORTIONS (SSD) N/A
CEMENT N/A
WATER N/A
FINE AGGREGATE N/A
COARSE AGGREGATE
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
11 I. AB 09/22/95 7 94,486 28.27 3,340
12 I~AB 10/13/95 28 132,77?- 28.27 4,700
13 LAB 10/13/95 28 127,480 28.27 4,510
14 LAB HOLD H 28.27
Specificetions 28 4,500
REMARK~
· [;~Cylinders made by ALPHA
[] Cylinders made by Architect's
or Contractor's representative.
[~inders picked up by ALPHA
[] Cylinders delivered to ALPHA
laboratory.
~"~pression test re~uits comity with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
~NKR
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 22, 1995
PROJECT:
WOODLANDS OF COPPELL
COPPEL[,, TEXAS
OUR REPORT NO.:
95230-41
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
PAV I NG,
STATION 4+20
o9/].5/95
15:40
4.5
4.5
88
94
09/].6/95
OF CENTEELINE ON MANCHESTER
FIELD DATA SUBMITTED BY RD
MIX DATA SUBMITTED BY ' S]~I~ ~~OR C
SPECIMENS CAPPED IN ACCORDANCE WITH A -1231 []
PLANT 27
DEUVER TICKET NO 1 ? 5 8 ? 8
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 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
].9 [,Aa 09/22/95 ? 107,930 28.27 3,820
20 [,AB ].0/].3/95 28 28.27
21 LAS 10/].3/95 28 28.2?
22 LAB HOLD H 28.27
Specifications 28 4,500
REMARKS
[~'ylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[;~C~inders picked up by ALPHA
laboratory.
[] Cylinders delivered to ALPHA
[] Compression test results comply with
applicable specifications.
i-} Compression test results do not comply
with applicable specifications.
,~A TEIly 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
DATE OFISSUE: SEPTEMBER 22, 1995
PROJECT:
WOODLANDS OF COPPELL
COPPELL, TEXAS
OUR REPORT NO.:
95230-40
FIELD DATA
PAVING,
LOCATION OF CONCRETE PLACEMENT AT STATION 2+50
DATE PLACED 0 9 / 15 / 9 5
TIME 13 = 35
SLUMP (ASTM C.143) , ~,~_
AIR CONTENT (ASTM C-231 I-I OR C-173
AIR TEMPERATURE 8 8
CONCRETE TEMPERATURE 90
DATE RECEIVED 0 9/1 6/95
FIELD DATA SUBMITTED BY RD
MIX DATA SUBMITTED BY PI ONEER /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [;?'OR C.1231 []
OF CENTERLINE ON MANCHESTER
27
DEUVER TICKET NO 1 7 5 8 6 1
MIX PROPORTIONS (SSD) N/A
CEMENT N/A
WATER N/A
FlEE 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
15 LAB 09/22/95 ? 94,368 28.2? 3,340
16 LAB 10/13/95 28 28.27
17 LAB 10/13/95 28 28.27
18 LAB HOLD H 28.27
Speclflc~lons 28 4,500
REMARKS
[~ C~inders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
J~Cylindere 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.
,~A TEIly Submitted
STING. INC.
DAV I 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 tSSUE: SEPTEMBKR 22, 1995
PROJECT:
WOODLANDS OF COPPELL
COPPELL, TEXAS
OUR REPORT NO.:
95230-39
FIELD DATA
PAVING, 5' W. OF
LOCATION OF CONCRETE PLACEMENT AT STATION 9+20
DATE PLACED 0 9/1 5/95
TIME 11 = 50'
SLUMP (ASTM C-143) 5
AIRCONTENT(ASTMC-231 [] ORC-173l~ 4.25
AIR TEMPERATURE 8 5
CONCRETE TEMPERATURE 87
DATE RECEIVED 0 9/16/95
FIELD DATA SUBMITTED BY RD
MIX DATA SUBMI'I'I'ED BY piONEER//
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 I;Zl OR C-1231 []
CENTERLINE ON MANCHESTER
PLANT 27
DEUVER TICKET NO 17 58 43
MIX PROPORTIONS (SSD)
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
11 LAB 09/22/95 7 94,486 28.27 3,340
12 LAB 10/13/95 28 28.27
13 LAB 10/13/95 28 28.27
14 LAB HOLD H 28.27
Specifications 2 8 4,5 0 0
REMARKS
~Cylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[~ylindem picked up by ALPHA
[] Cylinders delivered to ALPHA
laboratory.
[] Compression test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications,
lly Submitted
STING, INC.
DAV l D P. STETTNER