ST9302-LR 991021 (3)ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR
CITY OF COPPELL
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 10/21/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-95A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE iN PLACE PERCENT
NO. DATEDEPT~..~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
311 10/21/99 FG-5.0 6 12.5 111.2 13.1 108 97 1-A
312 10/21/99 FG-4.0 6 12.5 111.2 14.8 107 96 1-A
313 10121199 FG-3.0 6 12.5 111.2 12.9 108 97 1-A
314 10/21/99 FG-2.0 6 12.5 111.2 12.8 110 99 1-A
315 10/21/99 FG-1.0 6 12.5 111.2 13.3 108 97 I-A
316 10/21/99 FG 8L 22.2 94.7 23.2 97 102 3-A
317 10/21/99 FG 8L 22.2 94.7 20.2 92 97 3-A
TEST LOCATION:
311 RCCR 30" WATER LINE NORTH SIDE OF SANDY LAKE ROAD AT STATION #75+16
312 RCCR 30" WATER LINE NORTH SIDE OF SANDY LAKE ROAD AT STATION #75+25
313 RCCR 30" WATER LINE NORTH SIDE OF SANDY LAKE ROAD AT STATION #75+35
314 RCCR 30" WATER LINE NORTH SIDE OF SANDY LAKE ROAD AT STATION #75+40
315 RCCR 30" WATER LINE NORTH SIDE OF SANDY LAKE ROAD AT STATION #75+45
316 WATER VALVE NORTH SIDE OF SANDY LAKE ROAD AT STATION #42+60
317 MANHOLE AT STATION #43+00
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENTTREATED
*A iN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D RETEST
Resj;~ctfully S ub~e.~d
ALPHA TESTING, IN13.
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CITY OF COPPELL DATE 10121/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-95B
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATED E PTH"~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
318 10/21/99 FG 8L 22.2 94,7 21.3 91 96 3-A
TEST LOCATION:
318 NORTH SIDE OF SANDY LAKE ROAD MANHOLE AT STATION #37+85
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
w A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D, RETEST
R~'l;)ectfully Subm~l
Geotechnical Engineering · Consfruction Materia~ Tesfir~ · Environmental E~ · Consuffing