Stoneleigh P1-LR 980604A
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 6/4/98
DALLAS, TEXAS
PROJECT STONELEIGH AT RIVERCHASE OUR REPORT NO. 97060 -184
COPPELL, TEXAS
TEST DATA:
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
�c
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT*
308
6/4198
FG-3.0
1
12.8
116.3
15.3
114
98
1 -A
309
6/4/98
FG -2.0
1
12.8
116.3
15.8
116
99
1 -A
310
6/4/98
FG -1.0
1
12.8
116.3
15.4
111
95
1 -A
311
6/4/98
FG
1
12.8
116.3
15.0
115
99
1 -A
312
6/4/98
FG
1
12.8
116.3
15.6
113
97
1 -A
313
8/4/98
FG
1
12.8
116.3
13.8
118
101
1 -A
314
6/4/98
FG
1
12.8
116.3
15.3
113
97
1 -A
TEST LOCATION-
308
STATION 00 +40, 10'W OF CENTER LINE OF FAIRWAY DRIVE
309
STATION 00 +50, 5'W OF CENTER LINE OF FAIRWAY DRIVE
310
1 STATION #0+35, 10' W OF CENTER LINE OF FAIRWAY DRIVE
311
30'S AND 5'W OF SW CORNER OF BUILDING 14
312
30'S AND 10'E OF SE CORNER OF BUILDING 14
313
50' S AND 60' E OF SW CORNER OF BUILDING 13
314 1 55'S
AND 40'W OF SE CORNER OF BUILDING 13
1. FILL # A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE 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
Geotechrxcal Engineering g Cons/ fion Maferk& Tesfing g Environmental Engineering W Consuifing
A
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX. 97214016 -8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR FIRST WORTHING COMPANY DATE 6/4/98
DALLAS, TEXAS
PROJECT
TEST DATA:
STONELEIGH AT RIVERCHASE OUR REPORT NO. 97060 -184A
COPPELL, TEXAS
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT'
315
6/4/98
FG
1
12.8
116.3
15.7
113
97
1 -A
TEST LOCATION:
315 145'S AND 45'W OF SE CORNER OF BUILDING _8
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENTTREATED D. RETEST
Geotechnical Engneeft g Consirucflon Materlawts Tesfing g Environmental Engirnemng w Consufhng
A ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620 -8911
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR: FIRST WORTHING COMPANY DATE OF ISSUE: JUNE 4 1 1998
DALLAS, TEXAS
PROJECT: STONELEIGH AT RIVERCHASE OUR REPORT NO.: 97060 -185
COPPELL, TEXAS
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12 ")
(ASTM C-39)
LAB
NO.
TYPE
CURING
FIELD DATA
AGE
DAYS
LOCATION OF CONCRETE PLACEMENT
, APPROACH RIGHT OF WAY: 50' NORTH &
50' WEST OF
313
XV COMER OF
BUILDING 8
7
DATE PLACED
06/04/98
PLANT
N/A
TIME
1100 30
DELIVER TICKET NO
102383
SLUMP (ASTM C -143)
trJ
MIX PROPORTIONS (SSD)
N /A
AIR CONTENT (ASTM C -231 ❑ OR C -173
'd7 5 : 2
CEMENT
N/A
AIR TEMPERATURE
7 5
WATER
N/A
CONCRETE TEMPERATURE
85
FINE AGGREGATE
N /A
DATE RECEIVED
06/05/98
COARSE AGGREGATE
N/A
FIELD DATA SUBMITTED BY
J.T.
ADMIXTURE
N/A
MIX DATA SUBMITTED BY
REDI --MIX
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 R C -1231
❑
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
313
LAB
06/11/98
7
84,110
28.27
2,980
314
LAB
07/02/98
28
112,871
28.27
3,990
315
LAB
07/02/98
28
109,833
28.27
3,890
316
LAB
HOLD
H
28.27
Specifications
28
3,000
( nh Ml —Tn nn -- —
REMARKS
Cylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or C tractor's representative.
Cylinders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
labor tory.
C�7 Compressions test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
R tfully
A INC.
PAT STETTNER
A ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620 -8911
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR: FIRST WORTHING COMPANY DATE OF ISSUE: .TUNE 4, 1998
DALLAS, TEXAS
PROJECT: STONELEIGH AT RIVERCHASE OUR REPORT NO.: 97060 -186
COPPELL, TEXAS
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12 ")
(ASTM C-39)
LAB
NO.
TYPE
CURING
FIELD DATA
AGE
DAYS
LOCATION OF CONCRETE PLACEMENT
30' FAST & 5'
SOUTH OF NE CORNER OF
317
LAB
BUILDING 8
7
79,522
DATE PLACED
06/04/98
PLANT
N/A
TIME
14:10
DELIVER TICKET NO
102397
SLUMP (ASTM C -143)
4 5
MIX PROPORTIONS (SSD)
N/A
AIR CONTENT (ASTM C -231 ❑ OR C -173
gA
CEMENT
N/A
AIR TEMPERATURE
85
WATER
N/A
CONCRETE TEMPERATURE
85
FINE AGGREGATE
N/A
DATE RECEIVED
06/05/98
COARSE AGGREGATE
N/A
FIELD DATA SUBMITTED BY
J.T.
ADMIXTURE
N/A
MIX DATA SUBMITTED BY
REDI —MIX /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 R C -1231 ❑
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
317
LAB
06/11/98
7
79,522
28.27
2,810
318
LAB
07/02/98
28
101,339
28.27
3,590
319
LAB
07/02/98
28
108,779
28.27
3,850
320
LAB
HOLD
H
28.27
Specifications
28
3,000
C O M P U DATA -C G 010 S 3 -34
REMARKS
Cylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
Il inders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
l aboratory.
2"Compressions test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
El
s ul m' d
A , 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: STOIQELIE:IGH AT RIVERCHASE
COPPELL, TEXAS
REPORT OF CONCRETE
COMPRESSION TEST
DATE OF ISSUE:
OUR REPORT NO.
JUNE 4, 1998
97060 -187
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12 ")
(ASTM C-39)
LAB
NO.
TYPE
CURING
FIELD DATA
AGE
DAYS
LOCATION OF CONCRETE PLACEMENT
40' EAST
& 15' NORTH OF WE CORNER OF
321
LAB
BUILDING
10
70,009
DATE PLACED
0
PLANT
NIA
TIME
16:30
DELIVER TICKET NO
16087
SLUMP (ASTM C -143)
4.7
MIX PROPORTIONS (SSD)
N/A
AIR CONTENT (ASTM C -231 ❑ OR C -173
8
CEMENT
N/A
AIR TEMPERATURE
Y14.
90
WATER
N/A
CONCRETE TEMPERATURE
85
FINE AGGREGATE
N/A
DATE RECEIVED
06/05/98
COARSE AGGREGATE
N/A
FIELD DATA SUBMITTED BY
J. T.
ADMIXTURE
N/A
MIX DATA SUBMITTED BY
REDI--MIX
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617
OR C -1231 ❑
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
321
LAB
06/11/98
7
70,009
28.27
2,480
322
LAB
07/02/98
28
103,757
28.27
3,670
323
LAB
07/02/98
28
100,998
28.27
3,570
324
i
LAB
HOLD
H
28.27
Specifications
28
3,000
COM PU DATA- CGO1083 -34
REMARKS
ylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
ylinders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
laboratory.
C�Compressions test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
El
&G, tted
A INC.
PAT STETTNER