Ashton Ridge-LR 960808ALPHA TESTING, I~C.
2209 wisconsin st., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR: MONEYLINE CONSTRUCTION CORP. DATE:
LEWISVILLE, TEXAS
8/8/96
PROJECT: 7.2 ACRE RESIDENTIAL SUBDIVISION OUR REPORT NO. 96362-9
COPPELL, TEXAS
TEST DATA:
TEST ~. I SOILID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE~ I NUMBER MOISTURE% DRY PcFDENSITY MOISTURE% DRY pcFDENSITY COMPACTION COMMENT*
52 08/08/96 FG 2 13.1 114.9 15.5 114 100 1-A
53 08/08/96 SG + 1.6 1 12.5 111.0 15.2 108 97 1-A
54 08/08/96 FG 2 13.1 114.9 13.2 112 97 1-A
55 08/08/96 FG 2 13.1 114.9 14.7 110 96 1-A
56 08/08/96 FG 2 13.1 114.9 '15.2 112 98 1-A
57 08/08/96 FG 2 13.1 114.9 16.0 110 96 1-A
58 08/08/96 SG + 4.0 2 13.1 114.9 13.6 112 97 1-A
TEST LOCATION: NO BLOCK DESIGNATION:
52 PAD 14
53 PAD 16
54 PAD 16
55 PAD 17
56 PAD 18
57 PAD 20
58 PAD 22
1. FILL
2. NATURAL SUBGRADE
3. LIME STABIMZED
4. CEMENT TREATED
CQ010&3-1a
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:
818196
PROJECT:
7.2 ACRE RESIDENTIAL SUBDIVISION
COPPELL, TEXAS
OUR REPORT NO.
96362-9-A
TEST DATA:
I TEST I DATE I~' SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO. NUMBER % PCF % PCF
52 08/08/96 FG 2 13.1 114.9 13.1 112 98 1-A
53 08/08/96 FG 2 13.1 114.9 14.4 110 96 1-A
54 08/08/96 SG + 1.6 2 13.1 114.9 14.0 111 96 1-A
55 08/08/96 FG 2 13.1 114.9 13.3 114 99 1-A
56 08/08/96 SG + 1.6 1 12.5 111.0 ' 12.9 109 98 1-A
57 08/08/96 SG + 2.4 2 13.1 114.9 17.1 103 90 1-BC
58 08/08/96 FG 2 13.1 114.9 14.7 112 97 1-A
TEST LOCATION: NO BLOCK DESIGNATION PLANS:
52 PAD 22
53 PAD 23
54 PAD 25
55 PAD 25
56 PAD 26
57 PAD 26
58 PAD 26
1. FILL
2. NATURALSUBGRADE
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
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. DATE:
LEWISVILLE, TEXAS
818196
PROJECT: 7.2 ACRE RESIDENTIAL SUBDIVISION OUR REPORT NO.
COPPELL, TEXAS
96362-9-B
TEST DATA:
TEST ~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY OeNsr~ UO~S'rURE DRY DENSn'Y COUPACT~O. COMMENT*
NO. DATE NUMBER % PCF % ~CF
66 08/08/96 FG 2 13.1 114.9 15.6 111 97 1-A
67 08/08/96 SG + 2.4 2 13.1 114.9 15.2 110 96 1-AD
TEST LOCATION: NO BLOCK DESIGNATION PLANS:
66 PAD 27
67 RETEST OF TEST NO. 64 OF THIS REPORT
1. FILL
2. NATURALSUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST