Hollows-LR 990224 REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Daflas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX; 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 2/24/99
DALLAS. TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-12
COPPELL, TEXAS
TEST DATA:
TEST , '~. ELEV. SOIL ID oPnMuM MAXJMUM LAB IN PLACE IN PLACE I:~RCENT
NO. DATE DEPTH"" NUMBER MO, ts'rUREDRY D~N.,~rY MOIb-'3'UREDRY C)L~'NsrrY CC~3A~ COMMENT"
% PCF ~, PC~
101 2/24/99 SG 1 26.8 92 26.9 92 100 2-A
102 2/24/99 SG+0.5 3 23.2 98.2 25.0 95 97 1-A
103 2/24/99 FG 3 23.2 98.2 25,5 94 96 1-A
104 2/24/99 SG 1 26.8 92 27.7 91 98 2-A
105 2/24/99 SG+0.5 3 23.2 98.2 23.5 97 98 1-A
106 2/24/99 SG+1.0 3 23.2 98.2 23.3 96 98 1-A
107 2/24/99 SG+1.5 3 23.2 98.2 24.2 96 98 1-A
TEST LOCATION:
101 CRESTVlEW DRIVE AT STATION #5+00
102 CRESTViEW DRIVE AT STATION #.5+00
103 CRESTVlEW DRIVE AT STATION #5+00
104 CRESTVlEW DRIVE AT STATION #19+50
105 CRESTVlEW DRIVE AT STATION #19+50
106 CRESTVlEW DRIVE AT STATION #19+50
107 CRESTVlEW DRIVE AT STATION #19+50
FILL * A. IN Pi. ACE PERC~-NT ffi AND P"ERCI~NT CO~PAC'tION COMPLY WTI'H ,$=3EClFICATIONS
NATURAL SUBGRADE B. PERCENT COMPAC31ON 13OE~ NOT COMPLY WfI'H SPEC-~ICATIONS L~E~T~
LIME STABILIZED C. PERCENT tN PLACE MOE..~"I'URE DOES NOT COMPLY WITH ~PEC1FICATIO~$
CEMENT TREATED D. RETEST
Geotechnical Engineering · Con,?#ucfion Moteriols Tes#ng · Environmentol Enginee#r~ ·
REPORT OF FIELD
ALPHA TESTtNG, tNC. COMPACTION TESTS
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 2/24/99
DALLAS, TEXAS
PROJECT HOLLOWS ~;~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-12A
COPPELL, TEXAS
TEST DATA:
TEST LEV. SOIL ID OFm~JM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE NUMBER MOI~11JRE DRY DENS~Y M~STURE DRY DENSITY CO~PACT~ COMMENT*
% ~ ~ PCF
108 2/24/99 SG I 26.8 92 27.9 92 100 2-A
109 2/24/99 SG+0.5 3 23.2 98.2 23.9 97 99 1-A
110 2/24/99 SG+1.0 3 23.2 98.2 25.1 93 95 1-A
111 2/24/99 SG+1.5 3 23.2 98.2 25.3 98 99 1-A
112 2/24/99 SG+2.0 3 23.2 98.2 .24.6 94 96 1-A
113 2/24/99 SG+2.5 3 23.2 98.2 24.9 98 100 1-A
114 2/24/99 SG+3.0 3 23.2 98.2 25.3 95 96 1-A
TEST LOCATION:
108 SORA DRIVE AT STATION #1+00
109 SORA DRIVE AT STATION #1+00
110 SORA DRIVE AT STATION #1+00
111 SORA DRIVE AT STATION #1+00
112 'SORA DRIVE AT STATION #1+00
113 SORA DRIVE AT STATION #1+00
114 SORA DRIVE AT STATION #1+00
I. FILL ~ A. IN PI.ACE PERCENT MOI~TtJRE AND PERCENT COMPACTION COMt~Y ~ SPECIFICATIONS
2 NATURAL SUBGRADE B PERC~IT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED C. PERCENT IN Pt. ACE MOISTURE DOES NOT COMPLY W1TH Si~ECIFIC~,T1ONS
4. CEMENI'TREATED D. RETEST
Geotechnicol Engineering · Construction Moteriols Testing · Environmentol Engineering
REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
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 2/24/99
DALLAS. TEXAS
PROJECT HOLLOWS ~1~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-12B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID o~nMu~ I~IAXlMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER ~C~STURE D~Y DEN~IT~ MOISTURE ORY DENE~Pf COMPACTION CQMMENT*
% PCF ~ PCF
115 2/24/99 SG 1 26.8 92 26.9 90 98 2-A
116 2/24/99 SG+0.5 3 23.2 98.2 25.2 97 99 1-A
TEST LOCATION:
115 HOLLOW RIDGE PLACE AT STATION fr2+50
116 HOLLOW RIDGE PLACE AT STATION ~+50
I FILL * A ~ PLACE PI~RCENT MOISTURE AND PERCENT COMPACTION COMPLYWITH ~CtFICATIOfl$
2 NATURAL SUBGRADE .. PERCENT COMPACTION EX3~S NOT COMPLY WITH E~ECIFICATIONS .~J'~, OtJ~ffl~t~ j
3 LIME STABILIZED C. PERCENT IN PLACE MOIST~JRE DOES NOTCOMPLY ~ SPECIFICATION~
4 CEMENT 11~EATED D. RETEST ~.~~
Geotechnical Engineering · COnSfTUCtk~ Moterials Tes#ng · Environmental Engineedng · Consulting
ALPHA TES tiNG, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(972) 620-8911
Client: N L W Development Group, Dallas, Texas
Project Name: Hollows @ Northlake Woodland, Coppell, Texas
99128-6 02/24/99
Our Report No.: Date:
TAN CLAY (CH)
135 Soil Classification: ___
~; Soil I.D. Number: 3 Test Method: ASTM D-698
130 Maximum Dry Unit Weight: 98.2 pcf
23.2
Optimum Moisture Content: %
125 Liquid Limit 57.0 % Plasticity Index 34.0
SAMPLE LOCATION: STREET CUT
~2o \ REPORT OF MOISTURE DENSITY
,.. \ RELATIONSHIP OF SOIL
115
= 110
,
T 105
LU
~ 100
ZERO AIR VOIDS CURVES
95 FOR
: SPECIFIC GRAVITIES OF
il 2.80
90 : I 2.70
i 2.60
85
80 i
75
0 5 10 15 20 25 30 35 40 45 ~,~ .
MOISTURE CONTENT- % · · ~-.
cGo~ o.~-~o