Hollows-LR 990413 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 N L W DEVELOPMENT GROUP DATE 4/13/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-41
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID om3uuu MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY ~ M(:NSTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
629 4/13/99 FG-8.0 2 24.3 95.2 25.1 94 98 1-A
630 4/13/99 FG-7.0 2 24.3 95.2 26.7 93 97 1-A
631 4/13/99 FG..6.0 2 24.3 95.2 25.5 93 98 1-A
632 4/13/99 FG-5.0 2 24.3 95.2 27.1 92 96 1-A
633 4/13/99 FG-4.0 2 24.3 95.2 27.0 92 97 I-A
634 4/13/99 FG-3.0 2 24.3 95.2 26.3 93 97 I-A
635 4/13/99 FG-2.0 2 24.3 95.2 25.8 93 98 I-A
TEST LOCATION:
629 SANITARY SEWER LINE SERVICE TO BLOCK A, PAD 2
630 SANITARY SEWER LINE SERVICE TO BLOCK A, PAD 2
631 SANITARY SEWER LINE SERVICE TO BLOCK A, PAD 2
632 SANITARY SEWER LINE SERVICE TO BLOCK A, PAD 2
633 SANITARY SEWER LINE SERVICE TO BLOCK A, PAD 2
634 SANITARY SEWER LINE SERVICE TO BLOCK A, PAD 2
635 SANITARY SEWER LINE SERVICE TO BLOCK A, PAD 2
FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B.PERCENT COMPACt'lON DOES NOT COMPLY wm-I SPECIFICATIONS ~3~ Submit'tied ~
UME STABILIZED C.PERCENT IN PLACE MOISTURE DOES NOT COMPLY VVITH SPECIFICATIONS
CEMENT TREATED D.RETEST (~L~
Geotechnical E~ · C~ Materlc~ Tesf~ · Environmental Engineering · Consulting
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 N L W DEVELOPMENT GROUP DATE 4/13~99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-41A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID o~uu MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTHS. NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENS~Y COMPACTION COMMENT'
% PCF % PCF
636 4113/99 FG-1.0 2 24.3 95.2 25.8 93 98 1-A
637 4113/99 FG 2 24.3 95.2 26.4 93 97 1 -A
638 4113/99 FG-7.0 2 24.3 95.2 26.3 92 97 1-A
639 4/13/99 FG~.0 2 24.3 95.2 28.0 91 96 1-A
640 4/13/99 FG-5.0 2 24.3 95.2 24.8 94 99 1-A
641 4/13199 FG-4.0 2 24.3 95.2 26.0 93 98 1-A
642 4/13/99 FG-3.0 2 24.3 95.2 26.6 92 97 1-A
TEST LOCATION:
636 SANITARY SEWER SERVICE TO BLOCK A, PAD 2
637 SANITARY SEWER SERVICE TO BLOCK A, PAD 2
638 SANITARY SEWER SERVICE TO BLOCK A, PAD 12
639 SANITARY SEWER SERVICE TO BLOCK A, PAD 12
640 SANITARY SEWER SERVICE TO BLOCK A, PAD 12
641 SANITARY SEWER SERVICE TO BLOCK A, PAD 12
642 SANITARY SEWER SERVICE TO BLOCK A, PAD 12
FILL w A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY ~ SPECIFICATIONS
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WiTH SPECIFICATIONS R~~U~
LIME STABILIZED C. PERC~-NT IN PLACE MOISTURE DOES NOT COMPLY W1TH SPECIFICATIONS
CEU~I'TRE~TEO Ol RETEST
Geo~ Engineering · ~tion Mateflc~ Testing · Environmental Engineering · Consulting
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 N L W DEVELOPMENT GROUP DATE 4/13~99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-41B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID C~nMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER MOISTURE Di~Y DIEN,.~IY MOISTURE DRY DI~NSI'FY COMPACTION COMMENT*
% PCF % PCF
643 4/13/99 FG-2.0 2 24.3 95.2 27.1 92 97 1 -A
644 4/13/99 FG-1.0 2 24.3 95.2 27.8 92 97 1-A
645 4/13~99 FG 2 24.3 95.2 27.6 92 96 1-A
646 4/13/99 FG-7.0 2 24.3 95.2 27.1 92 97 1-A
647 4/13/99 FC-.-.-~. 0 2 24.3 95.2 26.3 93 98 1
648 4/13/99 FG-5.0 2 24.3 95.2 25.6 93 97 1-A
649 4/13/99 FG-4.0 2 24.3 95.2 27.3 92 97 1-A
TEST LOCATION:
643 SANITARY SEWER SERVICE TO BLOCK A, PAD 12
644 SANITARY SEWER SERVICE TO BLOCK A, PAD 12
645 SANITARY SEWER SERVICE TO BLOCK A, PAD 12
646 SANITARY SEWER SERVICE TO BLOCK A, PAD 34
647 SANITARY SEWER SERVICE TO BLOCK A, PAD 34
648 SANITARY SEWER SERVICE TO BLOCK A, PAD 34
649 SANITARY SEWER SERVICE TO BLOCK A, PAD 34
~. riLL * ^. ~, PLACE ~ ~,~ru,E mD PE,cENT COMP^CT~ COMPLY wrr. SPEC~F,:^~O,S ~ ~.
2 NATURAL SUBGRADE al PERCENT C(~.~PAC'T'IO~ DOES NOT COMPLY ~ SI~r-CIFICATION$ ~~..
3. LIME STABILIZED C. PERCENT IN PLACE MO~'TURE DOES NOT COMPLY WTEH SPECIFICATIONS
4 CEMENT TREATED Dm RETES'I'
Geo~ ~ · ~ Mote#als Testing · Environmental Engineering · Consulting
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 N L W DEVELOPMENT GROUP DATE 4/13/99
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-41C
COPPELL, TEXAS
TEST DATA:
TEST '~. ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~,,~ NUMBER MOIS'I"URE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % I='CF
650 4/13199 FG-3.0 2 24.3 95.2 27.5 92 97 1 -A
651 4/13/99 FG-2.0 2 24.3 95.2 27.9 92 97 1 -A
652 4/13/99 FG-1.0 2 24.3 95.2 25.3 94 98 1 -A
653 4/13/99 FG 2 24.3 95.2 24.6 95 99 1-A
TEST LOCATION:
650 SANITARY SEWER SERVICE TO BLOCK A, PAD 34
651 SANITARY SEWER SERVICE TO BLOCK A, PAD 34
652 SANITARY SEWER SERVICE T~) BLOCK A, PAD 34
653 SANITARY SEWER SERVICE TO BLOCK A, PAD 34
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WTTH SPECIFICATIONS
2. NAT1JRAL SUBGRAOE B. PERCENT COMPACTION DOES NOT COMPLY WTrH SPECIFICATIONS R~ spectfully Subm'
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~,....~ AL ~ / ~
4. CEMENTTREATED D. RETEST PH
Geotechntc~ ~ · ~ Materk~ Testing · Environmental Engineering · Cc~sul#ng