Town Center L3B1-LR 951221ALPHA TESTING, I..~
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPO] T OF FIELD
COMPACTION TESTS
TESTED FOR: GASKE CONSTRUCTION DATE:
BELLAIRE, TEXAS
12/21/95
(REVISED 01/03/96)
PROJECT: COMER I CA OUR REPORT NO. 9 5 7 6 0- 9
COPPELL, TEXAS
TEST DATA:
TEST ~ELEV. SOIL ID O~IMUM M~IMUM ~S IN P~CE IN P~CE PERCENT
NO. DATEDE~H~,~~ MOISTURE DRY DENSITY MOISTURE DRY DENS~ COMPAC~N COMMENT
NUMBER % PCF % PCF
9 12/21 FG 5L 17.3 106.7 17.5 104 97 Z-A
10 12/21 FG 5L 17.3 106.7 19.4 102 95 1-A
11 12/21 FG 5L 17.3 106.7 18.0 103 97 1-A
12 12/21 FG 4L 17.5 105.0 16.5 104 99 1-G
13 12/21 FG 5L 17.3 106.7 19.3 103 96 1-A
14 12/21 FG 4L 17.5, 105.0 14.9 105 100 1-C
TEST LOCATION:
9 DRIVE THRU BANKING APPROX. 20' N. AND 15' E. OF S.E. CORNER OF BLDG PAD
10 EAST PARKING AREA APPROX. 75' N. AND 50' E. OF S.E. CORNER OF BLDG PAD
11 3OUTH FIRELANE APPROX. 30' S. AND 20' W. OF S.E. CORNER OF BLDG PAD
12 ~. DRIVEWAY TO DRIVE THRU BANKING 30' N. & 25' E. OF N,W. CORNER OF BLDG PAI
13 qEST PARKING AREA 40' S. AND 30' W. OF N.W. CORNER OF BLDG PAD
14 {IGHT HAND TURN LANE AT DENTON TAP ROAD
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
FROM RLPHR TESTING 214 620-8911
ALPHA TESTING, ir"'.
2209 Wisconsin St., Suite 100
Dsl~s, Texas 75229
(214) 620-8911
12.28.1995 17:55 NO. 14
REPC, T OF FIELD
COMPACTION TESTS
P. 2
rESTED FOR: GASKE CONSTRUCTION DATE: 12/21/95
BEL~.AIRE, TEXAS
"ROJECT: COMER l CA OUR REPORT NO. 95760-9
COPPEL~., TEXAS
rEST DATA:
TEST ~EV. SOIL ID OPI:IMUM MAXIMUM LAB IN PI, ACE IN PLACE PERCENT'
MOISTURE DRY DENSITY MmaTURE DRY O;,aWY COMPACTION COMMEN~
NO. DATEu=~, ~ NUMBER ~ ~F ~ PCF
9 12/21 FO 5~ 17.3 106.7 17.5 104 97 1-A
10 12/21 FO 5b 17.3 106.7 19.4 102 95 1-A
11 12/21 FG 5~ 17.3 106.7 18.0 103 97 1-A
12 12/21 FO 4~ 12.5 105.0 16.5 104 99 I-A
13 12/21 FG 5h 17.3 106.7 19.3 103 96 1-A
14 12/21 FG 4L 12.5 105.0 14.9 105 100 1-A
TEST LOCATION:
9
10
11
12
13
)RIVE THRU BANKING APPROX. 20' N. AND 15' E. OF 8.E. CORNER OF BLDG PAD
~-AST PARKING AREA APPROX. 75' N. AND 50' E. OF S.E. CORNER OF B~.DO PAD
3OUTH FIRELANE APPROX. 30' S. AND 20' W. OF S.E. CORNER OF BLDG PAD
. DRIVEWAY TO DRIVE THRU BANKING 30' N. & 25' E. OF N.W. CORNER OF BI, DO P/~.
qEST PARKINO AREA 40' S. AND 30' W. OF N.W. CORNER OF BLDG PAD
14 mIGHT HAND TUKN LAHE AT DENTON TAP ROAD
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
×".~,I.,PHA TEST~I~',~~
David P. Stettner