Stoneleigh P1-LR 980413ALPHA TESTING, INC.
2209 Wisconsin St.
I 100
Dallas, Texas 75229
(214) 620 -8911
TESTED FOR: FIRST WORTHING COMPANY
DALLAS, TEXAS
PROJECT: STONELEIGH AT RIVERCHASE
COPPELL, TEXAS
REPORT OF CONCRETE
COMPRESSION TEST
DATE OF ISSUE:
OUR REPORT NO.:
APRIL 13, 1998
97060 -120
FIELD DATA
PAVING: 40' EAST & 15' SOUTH OF NE CORNER OF
LOCATION OF CONCRETE PLACEMENT BUILDING 2
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
137 LAB 04/20/98 7 88,319 28.27 3,120
138 LAB 05/11/98 28 111,929 28.27 3,960
139 LAB 05/11/98 28 99,545 28.27 3,520
140 LAB HOLD H 28.27
Specifications 28 3, 000
* CONTRACTOR INFORMED OF LOW AIR CONTENT AND
HIGH SLUMP
COMPU DATA- CGO10e3 -34
REMARKS
❑ Cylinders made by ALPHA
representative.
❑ 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.
❑
Respectfully Submitted
/ l ` ALPHA TESTING, INC.
(.- PAT STETTNER
04/13/98
DATE PLACED
11 :45
TIME
SLUMP (ASTM C -143)
6 *
AIR CONTENT (ASTM C -231 ❑ OR C -173 ❑ )2*
AIR TEMPERATURE
86
CONCRETE TEMPERATURE
83
DATE RECEIVED
04/14/98
FIELD DATA SUBMITTED BY
F. M.
MIX DATA SUBMITTED BY
RED I - M I X
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 ❑ OR C -1231 ❑
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
137 LAB 04/20/98 7 88,319 28.27 3,120
138 LAB 05/11/98 28 111,929 28.27 3,960
139 LAB 05/11/98 28 99,545 28.27 3,520
140 LAB HOLD H 28.27
Specifications 28 3, 000
* CONTRACTOR INFORMED OF LOW AIR CONTENT AND
HIGH SLUMP
COMPU DATA- CGO10e3 -34
REMARKS
❑ Cylinders made by ALPHA
representative.
❑ 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.
❑
Respectfully Submitted
/ l ` ALPHA TESTING, INC.
(.- PAT STETTNER
5
PLANT 5
52724
DELIVER TICKET NO 5
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
137 LAB 04/20/98 7 88,319 28.27 3,120
138 LAB 05/11/98 28 111,929 28.27 3,960
139 LAB 05/11/98 28 99,545 28.27 3,520
140 LAB HOLD H 28.27
Specifications 28 3, 000
* CONTRACTOR INFORMED OF LOW AIR CONTENT AND
HIGH SLUMP
COMPU DATA- CGO10e3 -34
REMARKS
❑ Cylinders made by ALPHA
representative.
❑ 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.
❑
Respectfully Submitted
/ l ` ALPHA TESTING, INC.
(.- PAT STETTNER
* CONTRACTOR INFORMED OF LOW AIR CONTENT AND
HIGH SLUMP
COMPU DATA- CGO10e3 -34
REMARKS
❑ Cylinders made by ALPHA
representative.
❑ 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.
❑
Respectfully Submitted
/ l ` ALPHA TESTING, INC.
(.- PAT STETTNER
ALPHA TESTING, INC.
2209 Wisconsin St.
/ Suite 100
Dallas, Texas 75229
(214) 620 -8911
TESTED FOR: FIRST WORTHING COMPANY
DALLAS, TEXAS
PROJECT: STONELEIGH AT RIVERCHASE
COPPELL, TEXAS
REPORT OF CONCRETE
COMPRESSION TEST
DATE OF ISSUE: APRIL 13, 1998
OUR REPORT NO.: 97060-121
FIELD DATA
PAVING: 35' SOUTH & 15' WEST OF SE CORNER OF
LOCATION OF CONCRETE PLACEMENT BUILDING 3
04/13/98
PLANT
5
DATE PLACED
13 : 4 0
DELIVER TICKET NO
52744
TIME
SLUMP (ASTM C -143) 6.5*
MIX PROPORTIONS (SSD)
N/A
AIR CONTENT (ASTM C -231 ❑ OR C -173 ❑ )4
CEMENT
N/A
AIR TEMPERATURE 90
WATER
N/A
CONCRETE TEMPERATURE 85
FINE AGGREGATE
N/A
DATE RECEIVED 04/14/98
COARSE AGGREGATE
N/A
FIELD DATA SUBMITTED BY F M
ADMIXTURE
N/A
MIX DATA SUBMITTED BY RED I - M I X
101,007
28.27
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 ❑ OR C -1231 ❑
144
LAB
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12 ")
(ASTM 0-39)
LAB
NO.
TYPE
CURING
DATE
TESTED
AGE
DAYS
TOTAL
LOAD
AREA
COMPRESSIVE
STRENGTH, PSI
141
LAB
04/20/98
7
87,032
28.27
3,080
142
LAB
05/11/98
28
95,589
28.27
3,380
143
LAB
05/11/98
28
101,007
28.27
3,570
144
LAB
HOLD
H
28.27
Specifications 28
* CONTRACTOR INFORMED OF HIGH SLUMP
COM PU DATA- CGO1083 -34
REMARKS
[;�` made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
2r'-Cylinders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
laboratory.
ompression test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
El
Respectfully Submitted
HAT S G NC.
T S TTNER
A / //, ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620 -8911
TESTED FOR FIRST WORTHING COMPANY
DALLAS, TEXAS
PROJECT STONELEIGH • RIVERCHASE
COPPELL, TEXAS
TEST DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE APRIL 13, 1998
OUR REPORT NO. 97060 -122
NO T
DATE
ELEV.
DEPTH
NUMBER
OPTIMUM
MOISTURE
MAXIMUM LAB
DRY DENSITY
IN PLACE
MOISTURE
IN PLACE
DRY DDEENSITY
SON
COMMENT'
CLUB
HOUSE:
45' N & 15'
E OF NE CORNER OF BUILDING 19
264
RIGHT OF WAY:
40'
N &
20' W
OF NE CORNER
262
04/13/98
FG
6
9.2
115.9
12.3
111
96
1 —A
263
04/13/98
FG
6
9.2
115.9
11.5
110
95
1 —A
264
04/13/98
FG
6
9.2
115.9
11.4
111
96
1 —A
265
04/13/98
FG
6
9.2
115.9
10.5
112
97
1 —A
TEST LOCATION: A'pwDnAC:H ANTI RTr.WT n1r WAY LANE (FLEX BASE)
262
MAIN APPROACH
TO
CLUB
HOUSE:
15' N & 85'
W OF NW CORNER OF BUILDI 3
263
MAIN APPROACH
TO
CLUB
HOUSE:
45' N & 15'
E OF NE CORNER OF BUILDING 19
264
RIGHT OF WAY:
40'
N &
20' W
OF NE CORNER
OF BUILDING 19
265
RIGHT OF WAY:
40'
N &
70' W
OF NE CORNER
OF BUILDING 19
Z 1 6E E FNC..
1. FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ub
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST TING
CG01083 -18