Townhouses-LR010206 REPORT OF FIELD
/%- COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 700
Dallas, Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 02/06/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-86A
COPPELL, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRYDENSITY MOISTURE DRYDENSITY COMPACTION COMMENT'
PCF % PCF
1610 02/06/01 FG-10.0 2 19.0 100.4 22.0 100 100 1-A
1611 02/06/01 FG-10.0 2 19.0 100.4 22.2 101 101 1-A
1612 02/06/01 FG-9.0 2 19.0 100.4 23.3 99 98 1-A
TEST LOCATION:
1610 SANITARY SEWER LINE D AT STATION#1+00
1611 SANITARY SEWER LINE D AT STATION#3+00
1612 SANITARY SEWER LINE D AT STATION#0+50
CC: STEVE TOPLETZ, ANDANTE
1. FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS pe ully S Itted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D. RETEST ALP TI G,IN .
Geotechnica1 Engineering f Construction Materials Testing /Environmental Engineering N Con u/f• g
REPORT OF FIELD
/k COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 02/06/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-86
COPPELL, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
1603 02/06/01 FG-13.0 2 19.0 100.4 20.3 100 100 1-AD
1604 02/06/01 FG-13.0 2 19.0 100.4 21.6 100 99 1-AD
1605 02/06/01 FG-13.0 2 19.0 100.4 20.7 101 100 1-AD
1606 02/06/01 FG-12.0 4 20.1 101.9 20.5 103 101 1-A
1607 02/06/01 FG-12.0 2 19.0 100.4 20.4 100 100 1-A
1608 02/06/01 FG-11.0 4 20.1 101.9 21.1 102 100 1-A
1609 _ 02/06/01 FG-11.0 2 19.0 _ 100.4 22.6 100 100 1-A
TEST LOCATION:
1603 RETEST OF TEST#1600 PERFORMED ON 2/6/01
1604 RETEST OF TEST#1601 PERFORMED ON 2/6/01
1605 RETEST OF TEST#1602 PERFORMED ON 2/6/01
1606 SANITARY SEWER LINE D AT STATION#0+75
1607 SANITARY SEWER LINE D AT STATION#3+00
1608 SANITARY SEWER LINE D AT STATION#1+00
1609 SANITARY SEWER LINE D AT STATION#2+80
CC: STEVE TOPLETZ, ANDANTE
1 FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS /
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS - .ec ,Ily S ,, ed
3. LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D. RETEST ALP ING,INC
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consulti g
REI JRT OF FIELD
/%, COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 02/06/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-85
COPPELL, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
1600 02/06/01 FG-13.0 2 19.0 100.4 15.9 101 100 1-C
1601 02/06/01 FG-13.0 2 19.0 100.4 17.5 100 100 1-C
1602 02/06/01 FG-13.0 2 19.0 100.4 15.6 101 101 1-C
TEST LOCATION:
1600 SANITARY SEWER LINE D AT STATION#0+50
1601 SANITARY SEWER LINE D AT STATION#1+50
1602 SANITARY SEWER LINE D AT STATION#3+00
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS / //
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS -�..ec ,, ,,mi
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS _
4 CEMENT TREATED D. RETEST ALP'A S G,I
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Con- It g