Ashton Ridge-LR 960806ALPHA TESTING, h~'.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
REPORT OF FIELD
COMPACTION TESTS
(214) 620-8911
TESTED FOR:
MONEYLINE CONSTRUCTION CORP.
LEWISVILLE, TEXAS
DATE:
8/6/96
PROJECT:
7.2 ACRE RESIDENTIAL SUBDIVISION
COPPELL, TEXAS
OUR REPORT NO.
96362-7
TEST DATA:
I TEST ] DATE r~LEV' SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PF. RCEHT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO. /DEPTH ~ NUMBER % PCF % PCF
29 08/06/96 FG 2 13.1 114.9 15.7 112 98 1-A
30 08/06/96 FG 2 13.1 114.9 15.9 112 97 1-A
31 08/06/96 SG + 1.6 1 12.5 111.0 13.9 109 98 1-A
32 08/06/96 SG + 2.4 2 13.1 114.9 14.7 116 101 1-A
33 08106/96 FG 2 13.1 114.9 - 15.0 112 98 1-A
34 08/06/96 SG + 2.4 2 13.1 114.9 16.1 110 96 1-A
35 08/06/96 SG + 3.2 2 13.1 114.9 14.1 111 96 1-A
TEST LOCATION: NO BLOCK
29 PAD 1
30 PAD 2
31 PAD 3
32 PAD 4
33 PAD 5
34 PAD 6
35 PAD 7
~mi/ ALPHA TESTINGS-
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CQ010~8-18
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
ALPHA TESTING, h~'.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR: MONEYL I NE CONSTRUCT I ON DATE: AUGUST 6, 1996
LEWISVlLLE, TEXAS
PROJECT: 7.2 ACRE RESIDENTIAL SUBDIVISION OUR REPORT NO. 96362
COPPELL, TEXAS
TEST DATA:
TEST ] DATE [ ~ ELEV. SOIL ID OP~MUM MAXIMUM ~B IN Pr. ACE IN P~CE PERCENT
NO.I /DEPT~_ NUMBER MO~TURE% DRYPcFDENS~ MOISTURE% DRY~FDENSITY COMPACTION COMMENT
1 08/06 EG-1 2 13.1 114.9 9.0 114 99
2 08/06 EG-2 2 13.1 114.9 11.0 113 98
3 08/06 EG-1.5 2 13.! 114.9 12.4 111 97
4 08/06 EG 2 13.1 114.9 11.2 112 97
TEST LOCATION: F ILL TO 3.25'
1 TEST PIT 1, EXCAVATION
2 TEST PIT 1, EXCAVATION
3 TEST PIT'i, BACKFILL
4 TEST PIT 1, BACKFILL
R./~esp~ffully Submitted----/
1.FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENTTREATED
CE1010~18
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
ALPHA TESTING, h~.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR: PIONEYL I NE CONSTRUCT I ON DATE: AUGUST 6, 1996
LEWlSVlLLE, TEXAS
7.2 ACRE RESIDENTIAL SUBDIVISION 96362
PR~ECT: OUR REPORT NO.
COPPELL, TEXAS
TEST DATA:
TEST DATE '~'~,,,,.~LEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO.DEPTH ~.~,~ NUMBER % PCF % PCF
1 08/06 EG I & 2 12 . 5 I I I . 0 13 . 0 107 96
TEST LOCATION: F ILL TO 1 o 0'
1 TEST PIT 2 ~ BACKFILL
1. FILL
2. NATURALSUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
(~10108~18
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
ALPHA TESTING, I~.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTEDFOR: HONEYLINE CONSTRUCTION DATE: AUGUST 6, 1996
LEWlSVlLLE, TEXAS
PROJECT:
7.2 ACRE RESIDENTIAL SUBDIVISION 96362
COPPELL, TEXAS OURREPORTNO.
TEST DATA:
TEST I DATE r ~LEV. SOIL ID oP'nMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO.J /DEPTH ~ NUMBER % ;=CF % PCF
1 08/06 EG 2 13. I 114.9 11 . 2 113 98
TEST LOCATION: NO F ILL
I TEST PIT 3 BACKFILL
s~~ully Submi~,~
1. FILL
2. NATURALSUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CQ010~.18
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
ALPHA TESTING, I~[~.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTEDFOR: PIONEYLINE CONSTRUCTION DATE: AUGUST 6, 1996
LEWlSVILLE, TEXAS
PROJECT:
7.2 ACRE RESIDENTIAL SUBDIVISION OURREPORTNO. 96362
COPPELL, TEXAS
TEST DATA:
TEST I DATE [ ~LEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO.~ /DEPTH ~ NUMBER % PCF % PCF
1 08/06 EG 1 1 2.5 1 1 1 . 0 1 2 · 9 1 07 97
TEST LOCATION: NO F ILL
1 TEST PIT 4~ ~BACKFILL
1.FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CQ0108~.18
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
0 100 200
t
GRAPHIC SCALE IN FEET
ROI~¥-LINE CONSTRUCTION CORP.
ADDISON, TEXAS
7.2-ACRE RESIDENTZAL SUBDIVZSION
COPPET.T., TEXAS
T~ST PIT LOCATION PT~AN
FIB - 1
96362 8-6-96
ALPHA TESTING, I~'.
2209 wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR: MONEYLINE CONSTRUCTION CORP. DATE:
LEWISVILLE, TEXAS
8/6/96
PROJECT: 7.2 ACRE RESIDENTIAL SUBDIVISION OUR REPORT NO.
COPPELL, TEXAS
96362-7-A
TEST DATA:
I [ ~ OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
TEST DATE ~LEV. SOIL ID COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO. /DEPTH --~, NUMBER % PCF % PCF
36 08/06/96 FG 2 13.1 114.9 15.1 111 97 1-A
37 08106/96 SG + 3.2 2 13.1 114.9 16.1 110 96 1-A
38 08/06/96 SG + 2.4 2 13.1 114.9 13.9 112 98 1-A
39 08/06/96 SG + 3.2 2 13.1 114.9 14.9 112 97 1-A
40 08/06/96 FG 2 13.1 114.9 -13.2 114 99 1-A
TEST LOCATION: NO BLOCK
36 PAD 8
37 PAD 9
38 PAD 10
39 PAD 11
40 PAD 12
1.FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENTTREATED
C0010~-18
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST