Ashton Ridge-LR 960805ALPHA TESTING, I~'.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR: MONEYLINE CONSTRUCTION CORP. DATE: 815196
LEWISVILLE, TEXAS
PROJECT: 7.2 ACRE RESIDENTIAL SUBDIVISION OUR REPORT NO. 96362-6
COPPELL, TEXAS
TEST DATA:
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
· ~DEPTH ~ NUMBER % PCF % PCF
19 08/05/96 SG + 0.8 1 12.5 111.0 14.7 107 96 1-A
20 08105/96 SG + 0.8 2 13.1 114.9 15.5 113 98 1-A
21 08/05/96 SG + 1.6 2 13.1 114.9 15.5 114 99 1-A
22 08/05/96 SG + 0.8 1 12.5 111.0 13.9 109 98 1-A
23 08/05196 SG + 1.6 2 13.1 114.9 ' 15.4 112 97 1-A
24 08/05/96 SG + 0.8 2 13.1 114.9 15.2 113 99 1-A
25 08/05/96 SG + 1.6 2 13.1 114.9 16.0 113 98 1-A
TEST LOCATION: NO BLOCK
19 PAD 2
20 PAD 4
21 PAD 5
22 PAD 6
23 PAD 7
24 PAD 8
25 PAD 9
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
ALPHA TESTING, I~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: 8/5/96
PROJECT: 7.2 ACRE RESIDENTIAL SUBDIVISION OUR REPORT NO. 96362-6-A
COPPELL, TEXAS
TEST DATA:
TESTI DATE [D~ SOIL. ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSrrY COMPACTION COMMENT*
..NO. NUMBER % PCF % [=CF
26 08/05/96 'SG + 0.8 2 13.1 114.9 13.9 112 98 1-A
27 08/05/96 SG + 1.6 2 13.1 114.9 15.8 113 98 1-A
28 08/05/96 SG + 0.8 2 13.1 114.9 16.1 112 98 1-A
TEST LOCATION: NO BLOCK
26 PAD 10
27 PAD 11
28 PAD 12
1.FILL
2. NATURALSUBGRADE
3. LIME STABILIZED
4. CEMENTTREATED
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
~_J~PA TT~~NER