Hollows-LR 990420 REPORT OF FIELD
COMPACTION TESTS
ALPHA T£$TING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 7522~
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 4~20~99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-48A
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 COMPACl'~ON COMMENT*
% PCF
736 4/20/99 FG-2.0 1 26.8 92 27.7 90 98 1-A
737 4/20/99 FG-1.0 1 26.8 92 26.8 90 98 1-A
738 4/20/99 FG I 26.8 92 27.0 90 98 1-A
739 4/20/99 FG-3.0 1 26.8 92 28.5 89 96 1-A
740 4/20/99 FG-2.0 I 26.8 92 '26.7 91 98 1-A
741 4/20/99 FG-1.0 1 26.8 92 28.6 89 96 1-A
742 4/20/99 FG I 26.8 92 28.6 89 97 1-A
TEST LOCATION:
736 SANITARY SEWER SERVICE TO BLOCK B, PAD 9
737 SANITARY SEWER SERVICE TO BLOCK B, PAD 9
738 SANITARY SEWER SERVICE TO BLOCK B, PAD 9
739 WATER LINE SERVICE TO BLOCK B, PAD 6
740 WATER LINE SERVICE TO BLOCK B, PAD 6
741 WATER LINE SERVICE TO BLOCK B, PAD 6
742 WATER LINE SERVICE TO BLOCK B, PAD 6
NATURAL SUBGRADE B. PERCENT COMPAC'r3ON DOES NOT COMPLY wm.-I SPECIFICATIONS
LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY wm..i SPECIFICATIONS
CEMENT TREATED D. RETEST
Geotechnloal E~ · CanslTucfion Materials Testing · Enviranmental Engineering · Consulting
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2"20~ Wisconsin St., Suite ~OO
Dollos, Texos 75229
~72/620-8~ ~ ~ - ~72/263-4~37 (Metro)
FAX: ~72/405-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 4/20/99
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128.48
COPPELL, TEXAS
TEST DATA:
TEST '~. ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~,,,~ NUMBER MOISTURE DRY DL~NSITY' MOISTURE DRY [~Nsrn' COMPAC'RON COMMENT'
% PCF 96 PCF
729 4/20199 FG-9.0 I 26.8 92 30.4 88 95 1-A
730 4/20/99 FG-8.0 I 26.8 92 27.9 90 98 1-A
731 4/20/99 FG-7.0 I 26.8 92 28.4 89 97 1-A
732 4120199 FG-6.0 1 26.8 92 29.0 89 96 1-A
733 4/20~99 FG-5.0 I 26.8 92 27.4 89 97 1-A
734 4120199 FG.4.0 1 26.8 92 30.4 88 95 1-A
735 4/20/99 FG-3.0 I 26.8 92 28.0 89 97 1-A
TEST LOCATION:
729 SANITARY SEWER SERVICE TO BLOCK B, PAD 9
730 SANITARY SEWER SERVICE TO BLOCK B, PAD 9
731 SANITARY SEWER SERVICE TO BLOCK B, PAD 9
732 SANITARY SEWER SERVICE TO BLOCK B, PAD 9
733 SANITARY SEWER SERVICE TO BLOCK B, PAD 9
734 SANITARY SEWER SERVICE TO BLOCK B, PAD 9
735 SANITARY SEWER SERVICE TO BLOCK B, PAD 9
1. FILL a.A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY W/TH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DO~S NOT COMPLY W1TH SPECIFICA~ONS R~B~y~
3. LIME STABILIZED C. PERCENT IN PI.ACE MOIb-~'URE DOES NOT COMPLYW[TH SPECIFICATIONS
4. CEMENT TREATED D RE-TEST (~~~'IN(~,~,~.
Geotechnical ~ · ~ Moterk~ resf~ · 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 4/20/99
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-47
COPPELL, TEXAS
TEST DATA:
TEST '~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH"~ NUMBER MOISTURE DRY DENSI'rY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
715 4/20/99 FG-8.0 1 26.8 92 27.1 89 97 1-A
716 4/20/99 FG-7.0 1 26.8 92 29.3 88 95 1-A
717 4/20/99 FG-6.0 1 26.8 92 28.4 88 95 1-A
718 4/20/99 FG-5.0 I 26.8 92 27.1 89 97 1-A
719 4~20/99 FG-4.0 I 26.8 92 28.2 89 97 1-A
720 4/20199 FG-3.0 I 26.8 92 29.0 (.._.89 96 1-A
721 4/20/99 FG-2.0 I 26.8 92 27.9 89 97 1-A
TEST LOCATION:
715 SANITARY SEWER SERVICE TO BLOCK B, PAD 5
716 SANITARY SEWER SERVICE TO BLOCK B, PAD 5
717 SANITARY SEWER SERVICE TO BLOCK B, PAD 5
718 SANITARY SEWER SERVICE TO BLOCK B, PAD 5
719 SANITARY SEWER SERVICE TO BLOCK B, PAD 5
720 SANITARY SEWER SERVICE TO BLOCK B, PAD 5
721 SANITARY SEWER SERVICE TO BLOCK B, PAD 5
FILL *A.IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIRCAT'IONS
NATURAL SUBGRADE B.PERCENT COMPACTION DOES NOT COM ply WITH SPEClFIOA'nONS /..~U,ly S~.~
LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY VVITH SPECIFICATIONS
CEMENT'TREATED D.RETEST A(~.P.P~ m~..~~.
~c)~ Er'tgk'ieef'k~ · C~ Mofedols resfin0 · Environmentol Er~ineerir~ · ConsuYfin0
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dollos, Texos 75229
972/(520-8911 - 972/2(x3-,4~37 (Metro)
FAX: 972/405-8023
I
TESTED FOR N L W DEVELOPMENT GROUP DATE 4/20~99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-47A
COPPELL, TEXAS
TEST DATA: ·
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER MOISTHRE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
722 4/20/99 FG-1.0 I 26.8 92 27.1 90 98 1-A
723 4/20/99 FG I 26.8 92 28.5 88 96 1-A
724 4/20/99 FG-4.0 I 26.8 92 27.2 90 98 1-A
725 4/20/99 FG-3.0 I 26.8 92 28.0 90 97 1-A
726 4~20~99 FG-2.0 I 26.8 92 29.8 88 96 1-A
727 4/20/99 FG-1.0 I 26.8 92 28.7 89 96 1-A
728 4/20/99 FG I 26.8 92 27.1 90 98 1-A
TEST LOCATION:
722 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
723 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
724 WATER LINE SERVICE TO BLOCK A
725 WATER LINE SERVICE TO BLOCK A
726 WATER LINE SERVICE TO BLOCK A
727 WATER LINE SERVICE TO BLOCK A
728 WATER LINE SERVICE TO BLOCK A
FILL ~ A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B. PERCENT COMPA~ DOES NOT COMPLY W~TH SPECIFICATIONS ~l~lJ'~y Sub~I~
LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CEMF_J~rF TREATED D RETEST ~_~.~_ALP~C.
Geo~ E~ · ~ Materials Testing · Envfronmental Engineedr~ · Consulting