Ashton Ridge-LR 960802ALPHA TESTING, I~'.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR: MONEYLINE CONSTRUCTION CORP. DATE: 8/2/96
LEWISVILLE, TEXAS
PROJECT: 7.2 ACRE RESIDENTIAL SUBDIVISION OUR REPORT NO. 96362-5
COPPELL, TEXAS
TEST DATA:
TEST r~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
T~ MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPAC'nON COMMENT*
NO. DATE /DEP NUMBER % PCF % PCF
11 08/02/96 SG 1 12.5 111.0 13.8 106 95 2-A
12 08/02/96 SG I 12.5 111.0 14.3 107 96 2-A
13 08/02/96 SG 1 12.5 111.0 13.0 108 98 2-A
14 08/02/96 SG 1 12.5 111.0 14.1 106 95 2-A
15 08/02/96 SG + 0.5 2 13.1 114.9 ' 13.9 114 99 1-A
16 08/02/96 SG + 1.0 2 13.1 114.9 14.6 113 98 1-A
17 08/02/96 SG + 0.5 2 13.1 114.9 15.0 111 96 1-A
TEST LOCATION: NO BLOCK
11 PAD 1
12 PAD 3
13 PAD 5
14 PAD 7
15 PAD 24
16 PAD 23
17 PAD 26
1. FILL
2. NATURALSUBGRADE
3. LIME STABILIZED
4. CEMENTTREATED
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
TESTED FOR: MONEYLINE CONSTRUCTION CORP. DATE: 8/2/96
LEWISVILLE, TEXAS
PROJECT: 7.2 ACRE RESIDENTIAL SUBDIVISION OUR REPORT NO. 96362-5-A
COPPELL, TEXAS
TEST DATA:
TEST DATE/ EPT" ~[D~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO. NUMBER % PCF % PCF
18 08/02/96 SG + 1.0 2 13.1 114.9 16.0 111 96 1-A
TEST LOCATION: NO BLOCK
18 PAD 27
1. FILL
2. NATURALSUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CEi010~3-18
A. TEST RESUL'FSCOMPLYWITH 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:
8/2/96
PROJECT:
7.2 ACRE RESIDENTIAL SUBDIVISION
COPPELL, TEXAS
OUR REPORTNO.
96362-4-A
TEST DATA:
TEST DATE SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO. NUMBER % PCF % PCF
1 08/02/96 SG 1 12.5 111.0 14.4 106 95 2-A
2 08/02/96 SG 1 12.5 111.0 14.0 107 97 2-A
3 08/02/96 SG 1 12.5 111.0 13.4 109 98 2-A
4 08/02/96 SG 1 12.5 111.0 12.8 110 100 2-A
5 08/02/96 SG 1 12.5 111.0 .... 13.9 107 97 2-A
6 08/02/96 SG 1 12.5 111.0 12.5 109 98 2-A
7 08/02/96 SG 1 12.5 111.0 14.5 107 97 2-A
TEST LOCATION: NO BLOCK DESIGNATION (ONLY 1 BLOCK):
1 PAD 27
2 PAD 25
3 PAD 23
4 PAD 21
5 PAD 19
6 PAD 17
7 PAD 15
(~~JJD ~ ~~JE/ALPHA TESTING' I~O~ '/ R
1. FILL
2. NATURAL SUBGRADE
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
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
8/2/96
PROJECT: 7.2 ACRE RESIDENTIAL SUBDIVISION OUR REPORT NO.
COPPELL, TEXAS
TEST DATA:
TESTI DATE ID~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO, NUMBER % PCF % PCF
8 08/02/96 SG 1 12.5 111.0 14.2 107 96 2-A
9 08/02/96 SG 1 12.5 111.0 13.4 107 96 ~ 2-A
10 08/02/96 SG 1 12.5 111.0 13.9 107 97 2-A
TEST LOCATION: NO BLOCK DESIGNATION (ONLY 1 BLOCK):
8 PAD 13
9 PAD 11
10 PAD 9
1.FILL
2. NATURAL SUBGRADE
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