Stoneleigh P1-LR 980522A
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR FIRST WORTHING COMPANY DATE 5/22/98
DALLAS, TEXAS
PROJECT
TEST DATA:
STONELEIGH AT RIVERCHASE OUR REPORT NO. 97060 -174A
COPPELL, TEXAS
TEST
NO,
DATE
ELEV,
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXMAVM LAB
DRYDENSrn
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRYDENSTTY
PCF
PERCENT
COMPACTION
COMMENT•
291
5/22/98
FG
1
12.8
116.3
15.2
118
101
1 -A
292
5/22/98
FG
1
12.8
116.3
15.6
115
99
1 -A
293
5/22/98
FG
1
12.8
116.3
15.5
114
98
1-A
LOCATION: PAVING
OF NW CORNER OF BUILDING 9
292 135'W AND 15' S OF SW CORNER OF BUILDING 9
293 140'W AND 25'$ OF NW CORNER OF BULDING 11
1 FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBORADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D RETEST
G 90technical Engineering g ConshLctlon MCtenc& Testing 0 Environmental Engineering X Consulting
A
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX 9721406 -8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR FIRST WORTHING COMPANY DATE 5/22/98
DALLAS, TEXAS
PROJECT
TEST DATA:
STONELEIGH AT RIVERCHASE OUR REPORT NO. 97060 -174
COPPELL, TEXAS
TEST
NO.
DATE
ELEY.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXMMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COINPACTION
COMMENT"
284
5/22198
FG
4
9.2
115.9
10.6
111
96
1 -A
285
5/22198
FG
1
12.8
116.3
15.0
118
101
1 -A
288
5122198
FG
1
12.8
116.3
14.4
112
96
1 -A
287
5/22/98
FG
1
12.8
116.3
15.0
118
101
1 -A
288
5/22198
FG
1
12.8
116.3
12.5
118
102
1 -A
289
5/22/98
FG
1
12.8
116.3
15.4
115
99
1 -A
290
5/22/98
FG
1
12.8
116.3
14.7
115
99
1 -A
TEST LOCATION- PAVING
284
35'W AND 20'S OF SW CORNER OF BUILDING 8
285
50'S AND T E OF SE CORNER OF BUILDING 7
286
135'E AND 45'S OF SW CORNER OF BUILDING 8
287
75'S AND 10'W OF SW CORNER OF BUILDING 8
288
25'E AND 40'N OF SE CORNER OF BUILDING 6
289 130'E
AND 10' S OF NE CORNER OF BUILDING 10
290 1 50'EAND
5' N OF SE CORNER OF BUILDING 10
t. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE S. PERCENT COMPACTION DOES NOT COMPLY WIT14 SPECIFICATIONS
3. LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST
i
Geotechnical Engineeft 0 Conshi.Icfion Materlds Testing g Environmental Engineering m Consutling
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:
OUR REPORT NO
MAY 22, 1998
97060 -176
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: 5' EAST
& 50' SOUTH OF SE CORNER
PLANT
OF BUILDING 7
DATE PLACED
05/22/98
TIME
14:25
SLUMP (ASTM C -143)
N/A
AIR CONTENT (ASTM C -231 ❑ OR C -173
5
AIR TEMPERATURE
85
CONCRETE TEMPERATURE
89
DATE RECEIVED
05/23/98
FIELD DATA SUBMITTED BY
A . W .
MIX DATA SUBMITTED BY
REDI —MIX
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 ;10 -- R C -1231 ❑
& 50' SOUTH OF SE CORNER
PLANT
1
DELIVER TICKET NO
15441
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
NO.
TYPE
CURING
DATE
TESTED
AGE
DAYS
TOTAL
LOAD
AREA
COMPRESSIVE
STRENGTH, PSI
277
LAB
05/29/98
7
61,194
28.27
2,170
278
LAB
06/19/98
28
28.27
279
LAB
06/19/98
28
28.27
280
LAB
HOLD
H
28.27
Specifications
28
3,000
COMPU DATA- CGO1083 -34
REMARKS
ylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
4 ylinders picked up by ALPHA
atory.
❑ Cylinders delivered to ALPHA
laboratory.
❑ Compressions test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
■❑
Respectfully Submitted
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
OUR REPORT NO.
MAY 22, 1998
97060 -175
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: 10' SOUTH
& 60' EAST OF NE CORNER
PLANT
OF BUILDING 7
DATE PLACED
0 5 5/22/98
TIME
12:10
SLUMP (ASTM C -143)
N/A
AIR CONTENT (ASTM C -231 ❑ OR C -173
N/A
AIR TEMPERATURE
VA
79
CONCRETE TEMPERATURE
82
DATE RECEIVED
05/23/98
FIELD DATA SUBMITTED BY
A.W.
MIX DATA SUBMITTED BY
REDI —MIX
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 OR C -1231 ❑
& 60' EAST OF NE CORNER
PLANT
1
DELIVER TICKET NO
15415
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
NO.
TYPE
CURING
DATE
TESTED
AGE
DAYS
TOTAL
LOAD
AREA
COMPRESSIVE
STRENGTH, PSI
273
LAB
05/29/98
7
82,336
28.27
2,910
274
LAB
06/19/98
28
28.27
275
LAB
06/19/98
28
28.27
276
I
LAB
HOLD
H
28.27
Specifications
48
3,000
REMARKS
lindens made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
❑ linders picked up by ALPHA
I a oratory.
❑ Cylinders delivered to ALPHA
laboratory.
❑ Compressions test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
Respectfully Submitted
ALPHA TESTING, INC.
PAT STETTNER
COMPU DATA- CG01083 -34