Coppell Cross 1P-LR 980616ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
/~~ Dallas, Texas 75229
(972) 620-8911
TESTED FOR MAVEX COPPELL CROSSING, LTD.
LEWISVILLE, TEXAS
PROJECT
TEST DATA:
COPPELL CROSSING
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 06/16/98
ouR REPORT No. 9 7 3 32 - 2 3
TEST
NO.
DATE ELEV.
DEPTH SOIL ID
NUMBER OPTIMUM
MOISTURE MAXIMUM LAB
DRY P~tTY IN PLACE
Mom %RE IN PLACE
DRY D~EFNSITY PERCENT
COMPACTION
COMMENT'
~ 06/16 FG-0.5 2 15.0 113.5 18.7 108 95 1-A
2 06/16 FG 3 20.5 101.5 23.0 100 99 1-A
3 06/16 FG-0.5 2 15.0 113.5 15.4 101 89 1-B ~
4. 06/16 FG 2 15.0 113.5 24.9 96 85 1-BC
5 06/16 FG-0.5 2 15.0 113.5 18.9 107 94 1-B
6 06/16 FG 2 15.0 113.5 18.1 108 95 1-A I
~ 06/16 FG-0.5 2 15.0 113.5 13.6 105 92 1-BC
TEST LOCATION: FIRE LINE UTILITY
1 APPROXIMATLEY 25' S AND 10' W OF THE 5E CORNER OF PAD 1
2 APPROXIMATLEY 25' S AND 15' W OF THE SE CORNER OF PAD
3 APPROXIMATLEY 25' S AND 20' E OF THE SE CORNER OF PAD
~4 APPROXIMATLEY 25' S AND 25' E OF THE SW CORNER OF PAD
'5 ~ APPROXIMATLEY 20' W AND 50' N OF THE SW CORNER OF PAD
6 APPROXIMATLEY 20' W AND 40' N OF THE SW CORNER OF PAD
7 APPROXIMATLEY 20' W AND 90' N OF THE SW CORNER OF PAD /~
/I ~ ~ // /I
~. FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECI T S
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS esp Submitted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DnFS N(~T C;nMPI V WITH SPFCIFIC:ATIC~NR
a CEMENT TREATED D. RETEST ~ ESTI ,INC
R FU I HERN~ ~ .
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
/~/ Dallas, Texas 75229
{972) 620-8911
MAVEX COPPELL CROSSING, LTD.
TESTED FOR LEWISVILLE, TEXAS
COPPELL CROSSING
PROJECT COPPELL, TEXAS
TEST DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE
OUR REPORT NO.
06/16/98
97332-23A
TEST
NO.
DATE ELEV.
DEPTH SOIL ID
NUMBER OPTIMUM
MOI~URE MAXIMUM LA8
DRYPCFSITY IN PUKE
MOISoURE IN PL4CE
DRY~FSITY PERCENT
COMPACTION
COMMENT`
8 06/16 FG 2 15.0 113.5 13.6 105 92 1-BC
9 06/16 FG-0.5 3 20.5 101.5 22.4 101 99 1-A
l0 06/16 FG 2 15.0 113.5 17.8 104 92 1-B
11 06/16 FG-0.5 3 20.5 101.5 2'1.7 100 99 1-A
12 06/16 FG 3 20.5 101.5 19.9 95 93 1-BC
13 06/16 FG-0.5 3 20.5 101.5 14.0 100 99 1-C
14 06/16 FG 2 15.0 113.5 17.3 111 98 1-A
TEST LOCATION: FIRE LINE UTILITY
8 APPROXIMATLEY 20' W AND 95' N OF THE SW CORNER OF PAD
9 APPROXIMATLEY 20' N AND 20' E OF THE SW CORNER OF PAD
to APPROXIMATLEY 20' N AND 25' E OF THE NW CORNER OF PAD
11 APPROXIMATLEY 20' N AND 90' E OF THE NW CORNER OF PAD
12 APPROXIMATLEY 20' N AND 95' E OF THE NW CORNER OF PAD
13 APPROXIMATLEY 20' E AND 20' S OF THE NE CORNER OF PAD
14 APPROXIMATLEY 20' E AND 25' S OF THE NE CORNER OF PAD ~ /~ ~ /
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFI N
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS pectful }+timitted
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST ALPHA T TING, INC.
RE UG ERNAND , JR.
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
/~/ Dallas, Texas 75229
(972) 620-8911
MAVEX COPPELL CROSSING, LTD.
TESTED FOR LEWISVILLE, TEXAS
COPPELL CROSSING
PROJECT COPPELL, TEXAS
TEST DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE
OUR REPORT NO.
06/16/98
97332-23B
TEST
NO.
DATE ELEV.
DEPTH SOIL ID
NUMBER OPTIMUM
MOI SURE MAXIMUM LAB
DRY ~FSITY IN PLACE
MOI%RE IN PLACE
DRY ~~SITY PERCENT
COMPACTION
COMMENT'
15 06/16 FG-0.5 2 15.0 113.5 18.5 110 97 1-A
16 06/16 FG 2 15.0 113.5 15.8 100 $8 1-B
TEST LOCATION: FIRE LINE UTILITY
15 APPROXIMATLEY 20' E AND 65' S OF THE NE CORNER OF PAD
16 APPROXIMATLEY 20' E AND 70' S OF THE NE CORNER OF PAD
/1 i ,-.
1. FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIE TIO
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS spectfu Submitted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ESTING, INC.
FU IO RNAN EZ, JR.
CG01083-18
~ , ~'