Woodlands-LR 950925ALPHA 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 25, 1995
PROJECT:
WOODLANDS OF COPPELL
COPPELL, TEXAS
OUR REPORT NO.:
95230-48
FIELD DATA
PAV ][ NO,
LOCATION OF CONCRETE PLACEMENT AT STAT ION 3+ 2 5
OF CENTERLINE ON WINDING HOLLOW
DATE PLACED 0 9 / 18 / 95
TIME 13: 45
SLUMP (ASTM C-143) 4.5
AIR CONTENT (ASTM C-231 I~R C-173 Iii ) 4.75
AIR TEMPERATURE 8 1
CONCRETE TEMPERATURE 8 7
DATE RECEIVED 0 9/19/95
FIELD DATA SUBMI'I'rED BY RD
PLANT 27
DELIVER TICKET NO 17 5 9 4 6
MIX PROPORTIONS (SSD) N/A
CEMENT N/A
WATER N/A
FINE AGGREGATE N/A
COARSE AGGREGATE N/A
ADMIXTURE N/A
MIX DATA SUBMI'I'FED BY P I ONEER /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~WOR C-1231 []
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASWa c-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO, CURING TESTED DAYS LOAD STRENGTH, PSI
43 [,AB 09/25/95 ? 127,490 28.27 4,510
44 LAB 10/16/95 28 28.27
45 LAB 10/16/95 28 28.27
46 LAB HOLD H 28.27
Specifications 2 8 4,5 0 0
REMARK8
[~inders made by ALPHA
i*epresentative.
[] Cylinders made by Architect's
or Contractor's representative.
[~Cylinders 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.
,~especffully Submitted
HA TESTING, 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 OF ISSUE: SEPTEMBER 25, 1995
PROJECT:
WOODLANDS OF COPPELL
COPPELL, TEXAS
OUR REPORT NO.:
95230-47
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
FIELD DATA
PAVING, OF CENTERLINE ON WINDING HO~.LOW
AT STATION 2+50
09/18/95 PLANT 27
11 .' 45 DEUVER T~CKET NO 175954
4.5 MIX PROPORTIONS (SSD) N/A
5.5 CEMENT N/A
83 WATER N/A
8 7 FINE AGGREGATE N / A
0 9 / 19 / 9 5 COARSE AGGREGATE N / A
RD ADMIXTURE N/A
MIX DATA SUBMI~-I'ED BY P I ONEER ./
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [[~/OR C-1231 []
COMPRE~ION TEST RESUL'F~
(NOMINAL CYUNDER SIZE 6" X 12'7
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
39 LAB 09/25/95 ? 120,700 28.27 4,2?0
40 LAB 10/16/95 28 28.27
41 LAB 10/16/95 28 28.27
42 LAB HOLD H 28.27
Specifications 28 4,500
REMARK~
E~ylinders mede by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
{~' C~indem 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.
lly 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 OF ISSUE: SEPTEMBER 25, 1995
PROJECT:
WOODLANDS OF COPPELL
COPPELL, TEXAS
OUR REPORT NO.:
95230-46
FIELD DATA
PAVING,
LOCATION OF CONCRETE PLACEMENT AT STATION 1+7 5
OF CENTERLINE ON WINDING HOLLOW
DATE PLACED 0 9 / 1 8 / 9 5
TIME 11: 15
SLUMP (ASTM C-143) 5
AIR CONTENT (ASTM C-231 I~R C-173 [] ) 5. ? 5
AIR TEMPERATURE 8 1
CONCRETE TEMPERATURE 8 6
DATE RECEIVED 0 9/1 9/95
FIELD DATA SUBMI'I'rED BY RD
MIX DATA SUBMI'I-rED BY P I ONEER /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 {~/OR C-1231 []
PLANT 27
DEEVER TICKET NO 1 7' 5 9 4 6
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
35 LAB 09/25/95 ? 95,198 28.2? 3,370
36 LAB 10/16/95 28 28.2?
37 LAB 10/16/95 28 28.27
38 LAB HOLD H 28.27
Specifications 28 4,500
REMARK~
[~Cylinclers made by ALPHA
representative.
[] Cylinders made by Architect's
or Co~ractor's representative.
[~linders picked up by ALPHA
laborstory.
[] Cylinders delivered to ALPHA
[] Compression test result8 compty with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
R~pecffully Submitted
~P/A TESTING, 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 OF ISSUE: SEPTEMBER 25, 1995
PROJECT:
WOODLANDS OF COPPELL
COPPELL, TEXAS
OUR REPORT NO.:
95230-48
LOCATION OF CONCRETE PLACEMENT
DATE PLACED
TIME
SLUMP (ASTM C-143)
AIR CONTENT (ASTM C-231 liaR C-173 [] )
AIR TEMPERATURE
CONCRETE TEMPERATURE
DATE RECEIVED
FIELD DATA SUBMI'I-I'ED BY
FIELD DATA
PAV l NG,
AT STATION 3+25
09/18/95
13:45
4.5
4.75
81
87
o9/19/95
RD
OF CENTERLINE ON WINDING HOLLOW
PLANT 27
DELIVER TICKET NO 17 5 9 4 6
MIX PROPORTIONS (SSD) N/A
CEMENT N/A
WATER N/A
FINE AGGREGATE N/A
COARSE AGGREGATE N / A
ADMIXTURE N/A
MIX DATA SUBMITTED BY P ! ONEER /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [];,'OR C-1231 []
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
43 LAB 09/25/95 ? 127,490 28.2? 4,510
44 LAB 10/16/95 28 154,220 28.27 5,460
45 LAB 10/16/95 28 145,050 28.2'7 5,130
46 LAB HOLD H 28.27
Specifications 28 4,500
REMARKS
'~'~inders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[~Cyllndem 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
DATE OF ISSUE: SEPTEMBER 25, 1995
PROJECT:
WOODLANDS OF COPPELL
COPPELL, TEXAS
OUR REPORT NO.:
95230-47
FIELD DATA
PAV I NO,
LOCATION OF CONCRETE PLACEMENT
AT STATION 2+50
DATE PLACED 0 9/1 8/95
TIME 11: 4 5
SLUMP (ASTM C-143) / 4.5
AIR CONTENT (ASTM C-231[~'OR C-173 [] ) 5,5
AIR TEMPERATURE 8 3
CONCRETE TEMPERATURE 8 7
DATE RECEIVED 0 9/19/95
FIELD DATA SUBMI'I-rED BY RD
OF CENTERLINE ON WINDING HOLLOW
27
DELIVER TICKET NO 17 5 95 4
MIX PROPORTIONS (SSD) N / A
CEMENT N / A
WATER N/A
FINE AGGREGATE N/A
COARSE AGGREGATE N / A
ADMIXTURE N/A
MIX DATA SUBMI'I'FED BY [3 10NEER ~/
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [[]/OR 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
39 I'.AB 09/25/95 ? 120,700 28.27 4,270
40 LAB 10/16/95 28 155,960 28.27 5,520
41 LAB 10/16/95 28 162,030 28.27 5,730
42 LAB HOLD H 28.27
Specifications 2 8 4,5 0 0
REMARKS
,[~[~ryllnders made by ALPHA ~ representative.
[] Cylindem made by Architect's
or Contractor's repr"'~,entatlve.
[~ylinders picked up by ALPHA
[] Cylinders delivered to ALPHA
laboratory,
[~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
DATE OF ISSUE: SEPTEMBER 25, 1995
PROJECT:
WOODLANDS OF COPPELL
COPPELL, TEXAS
OUR REPORT NO.:
95230-46
FIELD DATA
PAVING,
LOCATION OF CONCRETE PLACEMENT AT STATION 1+75
OF CENTERLINE ON WINDING HOLLOW
DATE PLACED 0 9 / 1 8 / 9 5
TIME 1 1: 1 5
SLUMP (ASTM C-143) 5
AIR CONTENT (ASTM C-231 I~R C-173 [] ) 5.75
AIR TEMPERATURE 81
CONCRETE TEMPERATURE 8 6
DATE RECEIVED 0 9/1 9/95
FIELD DATA SUBMrl-rED BY ]~D
PLANT 2 7
DELIVER TICKET NO 1 7 5 9 4 6
MIX PROPORTIONS (SSD) N/A
CEMENT N/A
WATER N / A
FINE AGGREGATE N / A
COARSE AGGREGATE N / A
ADMIXTURE N/A
MIX DATA SUBMI'I-FED BY P I ONEER /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 II3/OR C-1231 []
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB 'P(PE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
35 LAB 09/25/95 ? 95,198 28.27 3,3?0
36 LAB 10/16/95 28 t28,560 28.27 4,550
37 LAB 10/16/95 28 t 29,290 28.27 4,570
38 LAB HOLD H 28.27
Specifications 28 4,500
REMARKS
,{~Cylinders made by ALPHA ~ representative.
[] Cylinders made by Architect's
or Contractor's representative.
[~ylinders picked up by ALPHA
laboratory.
[] Cylinders delivered to ALPHA
E~ompression test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
ALPHA TESTING, IIxC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
DAILY FIELD REPORT
TESTED FOR
W.O.C. INVESTMENTS, INC.
C/O FINLEY DEVELOPMENT
ADDISON, TEXAS
DATE 09/25/95
PROJECT
WOODLANDS OF COPPELL
COPPELL, TEXAS
OUR REPORT NO.
95230-45
WEATHER: CLOUDY \ RA I N DATE:
TEMPERATURE RANGE: 5 0 TO:
ALPHA Repm~entMive: D. F.
6O
THE ALPHA TECHNICIAN TRAVELED TO THE PROJECT SITE AS REQUESTED TO PERFORM
CONCRETE TESTING.
THE TECHNICIAN DID NOT CAST ANY SETS OF TEST CYLINDERS FROM CONCRETE
SCHEDULED TO BE PLACED FOR PAVING.
TESTING WAS CANCELLED BECAUSE OF RAIN.
THE TECHNICIAN RETURNED TO THE LABORATORY.