Townhouses-LR010207 REPORT 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 02/07/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-88A
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
1627 02/07/01 FG-2.0 2 19.0 100.4 21.7 97 96 1-A
TEST LOCATION: COPPELL TOWNHOMES
1627 15" SANITARY SEWER LINE B AT STATION #3+15
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 R to4u ed
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALP • E TI ,INC 1
Geotechnical Engineering R7 Construction Materials Testing 4 Environmental Engineering , Cons inq✓ /
REPORT 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 02/07/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-88
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
1
1620 02/07/01 FG-5.0 2 19.0 100.4 22.0 95 95 1-A
1621 02/07/01 FG-5.0 2 19.0 100.4 22.7 95 95 1-A
1622 02/07/01 FG-4.0 2 19.0 100.4 21.9 96 95 1-A
1623 02/07/01 FG-4.0 2 19.0 100.4 21.2 96 96 1-A
1624 02/07/01 FG-3.0 2 19.0 100.4 21.5 97 96 1-A
1625 02/07/01 FG-3.0 2 19.0 100.4 21.9 96 96 1-A
1626 02/07/01 FG-2.0 2 19.0 100.4 22.0 97 96 1-A
TEST LOCATION: COPPELL TOWNHOMES
1620 15" SANITARY SEWER LINE B AT STATION #0+75
1621 15" SANITARY SEWER LINE B AT STATION#3+25
1622 15" SANITARY SEWER LINE B AT STATION#0+25
1623 15" SANITARY SEWER LINE BAT STATION#3+20
1624 15" SANITARY SEWER LINE B AT STATION#0+75
1625 15" SANITARY SEWER LINE BAT STATION #3+25
1626 15" SANITARY SEWER LINE B AT STATION #0+25
CC: STEVE TOPLETZ, ANDANTE
F ILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS /
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R• %sec " Ily S .' fitted
2 LIME Si ABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
< CEMENT TREATED D RETEST ALP-• • INC.
Geotechnical Engineering Construction Materials Testing /r: Environmental Engineering /: Cons iltino
RE" 7RT OF FIELE'`
/ ,. COMPACTION TESL 1`w
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 02/07/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-87
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
1613 02/07/01 FG-9.0 2 19.0 100.4 21.5 100 99 1-A
1614 02/07/01 FG-8.0 2 19.0 100.4 21.2 100 100 1-A
1615 02/07/01 FG-8.0 2 19.0 100.4 22.5 98 97 1-A
1616 02/07/01 FG-7.0 2 19.0 100.4 23.7 97 96 -1-C
1617 02/07/01 FG-7.0 2 19.0 100.4 22.0 99 98 1-A
1618 02/07/01 _ FG-6.0 2 _ 19.0 _ 100.4 _ 20.8 _ 101 _ 100 _ 1-A _
1619 _ 02/07/01 FG-6.0 2 _ 19.0 100.4 20.7 100 99 1-A
TEST LOCATION:
1613 8" SANITARY SEWER LINE D AT STATION#2+75
1614 8" SANITARY SEWER LINE D AT STATION #0+75
1615 8" SANITARY SEWER LINE D AT STATION #3+00
1616 8" SANITARY SEWER LINE D AT STATION #0+50
1617 8" SANITARY SEWER LINE D AT STATION #2+75
1618 8" SANITARY SEWER LINE D AT STATION#1+00
1619 _8" 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
R ec ly S Itted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST
P IN ,INC.
Geotechnical Engineering /2 Construction Materials Testing Ri Environmental Engineering Ri Consulting