Ashton Ridge-LR 960807ALPHA TESTING, ,~.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR: MONEYLINE CONSTRUCTION CORP. DATE:
LEWISVILLE, TEXAS
8F7/96
PROJECT: 7.2 ACRE RESIDENTIAL SUBDIVISION OUR REPORT NO.
COPPELL, TEXAS
96362-8
TEST DATA:
TEST ~ SOIL ID OFTIMUU MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO. DATE NUMBER % PCF % PCF
41 08/07/96 SG + 0.8 2 13.1 114.9 13.1 115 100 1-A
42 08/07/96 FG 2 13.1 114.9 13.5 110 96 1-A
43 08/07/96 SG + 0.8 2 13.1 114.9 14.2 110 95 1-A
44 08/07/96 FG 2 13.1 114.9 14.7 111 96 1-A
45 08/07/96 SG + 0.8 2 13.1 114.9 13.1 112 98 1-A
46 08/07/96 SG + 1.6 2 13.1 114.9 15,9 110 96 1-A
47 08/07/96 SG + 0.8 2 13.1 114.9 13.8 111 96 1-A
TEST LOCATION: NO BLOCK DESIGNATION:
41 PAD 14
42 PAD 21
43 PAD 16
44 PAD 17
45 PAD 18
46 PAD 19
47 PAD 20
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CQ010~3-18
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Respect-
ALPHA TESTING, .~,, C.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
MONEYLINE CONSTRUCTION CORP.
LEWISVILLE, TEXAS
DATE:
8/7/96
PROJECT:
7.2 ACRE RESIDENTIAL SUBDIVISION
COPPELL, TEXAS
OUR REPORT NO.
96362-8-A
TEST DATA:
TESTJ DATE I~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO. NUMBER % PCF % PCF
48 08/07/96 SG + 0.8 2 13.1 114.9 14.9 113 99 1-A
49 08/07/96 SG + 2.4 2 13.1 114.9 15.1 110 96 1-A
50 08/07/96 SG + 1.6 2 13.1 114.9 15.3 110 96 1-A
51 08/07/96 FG 2 13.1 114.9 13.1 111 96 1-A
TEST LOCATION: NO BLOCK DESIGNATION:
48 PAD 22
49 PAD 22
50 PAD 23
51 PAD 24
..._ ~-----..,
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENTTREATED
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST