Ashton Ridge-LR 960815ALPHA 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: 8/15/96
LEWISVILLE, TEXAS
PROJECT: 7.2 ACRE RESIDENTIAL SUBDIVISION OUR REPORT NO. 96362-11-A
COPPELL, TEXAS
TEST DATA:
I TEST I DATE I E'EV.I SOIL ID mmMUM MAXIMUM LAI! IN Iq. AC~ IN Iq. ACE PERCENT
MOI~RJRE DRY ~ MO~TURE DRY DENMrY coae~Acl~oN COMMENT*
I INO' I DEPTN~'~I NUMBER % ' PCF % PCF
75 08/15/96 FG - 4.0 1 12.5 111.0 13.2 110 99 1-A
76 08/15/96 FG - 2.0 2 13.1 114.9 13.7 114 99 1-A
TEST LOCATION:
75 SANITARY SEWER BACKFILL LINE "A" AT STA: 3 + 35
76 SANITARY SEWER BACKFILL LINE "A" AT STA: 3 + 40
1.FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENTTREATED
CQ0108~,1t
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
ALPHA TESTING,/~C.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR: MONEYLINE CONSTRUCTION CORP. DATE: 8/15/96
LEWISVILLE, TEXAS
PROJECT: 7.2 ACRE RESIDENTIAL SUBDIVISION OUR REPORT NO. 96362-11
COPPELL, TEXAS
TEST DATA:
~ DRY ~ MOISTURE DRY DENmTY COMPACTmN COMMENT*
NO. DATE NUMBER % Fr.F % FCF
68 08/15/96 FG- 10.0 2 13.1 114.9 13.5 112 98 1-A
69 08/15/96 FG - 8.0 1 12.5 111.0 14.6 108 97 1-A
70 08/15/96 FG- 6.0 2 13.1 114.9 13.1 113 99 1-A
71 08/15/96 FG - 8.0 2 13.1 114.9 14.1 110 96 1-A
72 08/15/96 FG - 6.0 2 13.1 114.9 13.9 112 98 1-A
73 08/15/96 FG - 8.0 1 12.5 111.0 13.7 110 99 1-A
TEST LOCATION:
68 SANITARY SEWER BACKFILL LINE "A" AT STA: 1 + 40
69 SANITARY SEWER BACKFILL LINE "A" AT STA: 1 + 45
70 SANITARY SEWER BACKFILL LINE "A" AT STA: 1 + 50
71 SANITARY SEWER BACKFILL LINE "A" AT STA: 1 + 55
72 SANITARY SEWER BACKFILL LINE "A" AT STA: 1 + 60
73 SANITARY SEWER BACKFILL LINE "A" AT STA: 3 + 25
74 SANITARY SEWER BACKFILL LINE "A" AT STA: 3 + 30
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
Ao TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST