Woodridge-LR 820413 SOU HWESTERI i LABORATORIES, INC.
Cons~. _.:tion materials texting, anal),tical chemist nd geotechnical engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 214/631-2700
L&N EAND C:ORPORATIN
ATFN: MR. MIKE WEISS
P.O. BOX 225644
DALLAS, TEXAS 75265
AF'RIL 13, 1982
._lOB FILE NO. 27126-14
LAB NO. D-6~10-1
PROdECT NAME: WOODRIDGE ADDITION ALLEN ROAD
ARCHITECT/ENGINEER: LICHLITER/._IA~IESON & ASSOC:IA'[ES
GENERAL CONTRACTOR: SOUTHWESTERN C:ONIRAC:TING C:OMF'ANY
REPORT OF DENSIYY OF SOIL AND SOIL-AGGREGATE IN F'LAE:E BY
NUC:LEAR METHODS (SHALLOW DEPTH) - ASTM D-2922
DENSITY TESTS FOR: SITE
MATERIAL SOURCE: ~N-SITE
MINIMUM SPECIFIED DENSITY:
~5 F'ERCENT.
TEST TEST LOCATION PERCENT DRY DENSITY PERCENT
NO. (HOR~Z AND VERTICAL CONTROL) MOIS]URE LBS/CF OF MAX
5
STATION 20+50 SOUTH 1+:s:0 WEST
1ST LIFT
APRIL 9 ?:45 AM
6
STATION 20+20 SOUTH 3+10 WEST
1ST LIFT
AF'RIL .9 10:00 AM
2:3.2 ?2. '2 S~8. I
7
STATION 20+(-~0 SOOTH :3+50 WEST
2ND LIFT
AF'RIL .9 10:10 AM
24. I _::9.3: 75.0
NOTE: ASTERISK INDICATES VALUE LESS THAN SPECIFIED MINIMUM.
MAX LABORATORY DENSITY OF ~4.0 LBS/CF A~ 21.3 PERCENT OF'TIMUM MOISTURE
REPORTED ON LAB NO. D-~123 TECHNICIAN'S NAME: Z. LANGSTON
SOIL CLASSIFICATION: LIGHT 1AN CLAY LIME TREATED
REMARKS:
(
C:OF'IES
1-L&N LAND, MR. WEISS
1-SOUTHWESTERN CONTRACTING
1-LIC:HLITER/dAMESON & ASSOCIA-['ES
1-CITY OF COPPELL
R~._I. ~'~ORDAN C.E.T.
I NC:.
LO
Cons~. Jtion materials testing, analytical chemist nd geotechnical engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 214/631-2700
I_,.-.N t_AN['~ CORF'ORATIN
ATTN: tlR. MIKE WEISS
P.O. BOX 225644
DALLAS, TEXAS 75265
APRIL 13, 1782
dOB FILE NO. 27126-14
LAB NO. D-6?IO
PRO.JECT NAME: WOODRIDGE ADDII'ION ALLEN ROAD
ARCHITECT/ENGINEER: LICHLITER/.JAMESON & ASSOCIATES
GENERAL CON-FRACI'OR: SOUTHWESTERN C:ONIRAC:TING COMPANY
REPORT OF DENSITY OF SOIL APl[, SOIL-AGOREGATE IN PLACE BY
NLICLEAR METHODS (:--;HALLOW DEPTH) - ASTM D-27/22
DENSITY TESTS FOR: :BITE
MATERIAL SOURCE: ON-SITE
MINIMUM SPECIFIED DENSITY:
95 PERCENT.
TEST fEST LOCATION F'ERCENT DRY DENSITY PERCENT
NO. (HORIZ AND VERI'ICAL C:ON]'ROL) MOISTLIRE LBS/CF OF MAX
STATION 19+':30 SC'LITH STA¥ION 4+70 WEST
1ST LIFT
AF'RIL ? ?:05 AM
24.9 93.8
2
3
STATION 19+50 SOUTH 3+50 WEST
1ST LIFT
APRIL ? 9:15 AM
."3TATION 17+50 SOLITH 2+5,1) WEST
1ST LIFT
APRIL ? .9:25 AM
26.7 '.:.~ 2.7 98.6
24.7 89.2
4
STATION 17+00 SOUTH 00+50 WEST
1ST LIFT
APRIL ? ?:35 AM
22.8 :--.~5. I 101.2
NOTE: ASTERISK INDICATES VALUE LESS THAN SF'ECIFIED MINIMUM.
MAX LABORATORY DENSITY ElF ?4.0 LBS/CF AT 21.3 PERCENT OPT IMLIM MOISTURE
REF'ORTED ON LAB NC,. D-7123 TEC:HNICIAN'"S NAME: Z. LANGSTON
SC, IL CLASSIFICATION: LIGHT TAN CLAY LIME ]REAl'ED
REMARKS:
COPIES TO:
1-L&N LAND, MR. WEISS
1-SOUTHWESTERN CONTRACT I NG
1-LICHLI]ER/dAMESON & AS;SOCIATES
1-CITY OF COPF'ELL
SOLITHWF_.2.;TERN LABORATORIES;
RODNEY .J./'/OC, Rr, C,N C:. E. T.
/~...'
INC.