Woodridge-LR 820505 SUUilIWES'iERRI L/iBORATOIRIES, lNG.
Const, .orion material.~ testing, analylical chetnisttl~.nd geote~hnical engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 214/631-2700
L&N LAND £:ORPORATION
ATTN: MR. MIKE WEISS
p.n. BOX ,_,_._644
DALLAS, TEXASSS 75265
RECEI~O
1982
MAY 5, 1`-0,
r/,_,Z
,_IDB FILE NO, 2712/:.-1'?
LAB NO. D-8014
PROJECT blAME: WOODRIDOE ADDII'ION SEC:TION VI PHASE II
ARCHITECT/ENGINEER: LICHLITER/JAMESON & A'.E::_:;OE:IATE'.:-'
GENERAL CONTRAC:TOR: SOUTHWESTERN CONTRACT IN6 COMF'ANY
REF'ORT IZIF DENSITY OF SOIL AND :--;OIL-AO6RE6ATE IN F'LACE BY
NUt:LEAR METHOD::: (SHALLOW DEPTH) - ASTM D-2'722
DEN:::ITY TESTS FOR: SITE
MATERIAL SOURCE: ON-SITE
MINIMUM SF'ECIFIED DENSITY:
?5 PERCENT.
****************************************************************************
TEST TEST LOCATION ~ PERCENT DRY DENSITY F'ERCENT
NO. (HORIZ AND VERTICAL CONTROL) MOISTURE LBS/CF OF MAX
STATION 26+'60 ::'-;OUTH 700+?0 WEST
FINAL LIFT
MAY 3 1:00 PM
21.3 102.4 'P?.
2
STATION 26+15 SOUTH 600+10 WEST
FINAL LIFT
blAY 3 1:1'2 F'M
1 ?. 8 '78.2 ?5.8
STATION 26+50 SOUTH 2(,)+:3C~ WEST
FINAL LIFT
MAY 3 1:26 F'M
J~.. 4 99 9
21.6. 1¢~' . ·
MAX LABORATORY DEN':-;ITY OF 102.5 LB:--;/C:F AT 20.0.F'ERCENT OF'TIMUM MOISTIJRE
REF'ORIED ON LAB NO. D-57(}2 TECHNICIAN"'.:; NAME: Z. LAN6STON
SO~L CLA-':-;:_::IFICATION: DARK TAN AND BROWN CL~Y WITH LIMESTONE
REMARKS:
COPIES TO:
1-L&N LAND CORPORATION, WEISS
1-SOUTHWESTERN CONTRACTING
1-LICHLITER/dAMESON & ASSOCIA]'ES
1-CITY OF COPPELL, BARNETT
S~THWEST~IES
ROJNE~Y ~/ GORDON C.E.T.
I NC:.
LG
5OUiHWESTIERRi LABORATORIES, INC.
Constrt~ction materials t¢.~'ting, anal),tical chemist d geotechnical engineering
P.O. Box 10887 · 1319 Crampton Street · Oalbs, Texas 75207 · 214/831-2700
I_&~ LAND C:CIRPORATION
ATT~: MR. MIKE-WEISS
P.O. BOX 225644
DALLAS, TEXASSS 75265
MAY 5, 1982
JOB FILE NO. 27126-1~
LAB NO. D-8014-1
PROJECT NAME: WL]ODRIDOE ADDITION :_:;ECTION VI PHASE II
ARCHITECT/ENGINEER: LICHLITER/JAMESON & ASSOCIATES
GENERAL CONTRAC:TOR: SOUTHWESTERN CONTRACTING COMPANY
REF'ORT OF DENSITY OF :--;OIL AND SOIL-AGGREGATE IN PLACE BY
NLICLEAR METHODS (SHALLOW BEF'TH) - ASTM D-2~22
DENSITY TESTS FOR: SITE
MATERIAL SOURCE: ON-SITE
MINIMLIM SF'ECIFIED DENSITY:
~5 PERCENT.
TEST TEST LOC:ATION PERCENT DRY DENSITY PERCENT
NO. (HORIZ AND VERTICAL CONTROL) MOISTURE LBS/CF OF MAX
3 STATION 26+?0 SOI_ITH 500+50 WEST
FINAL LIFT '
MAY 3 1;17 F'M 26.5 ~3.8 ~.2
7
STATION 25+85 SOUTH 500+?5 WEST
FINAL LIFT
MAY 3 1:47 F'M
25.0 '.~1.0 .:-]6.2
MAX LABORATORY DENSITY OF ?4.6 LBS/CF AT 24.8 PERCENT OF'TIMI_IM ~]ISTLIRE
REPORTED ON LAB NO. D-6473A TECHNICIAN'S NAME: Z. LANGSTON
SOIL CLASSIFICATION: DARK BROWN CLAY
REMARKS:
COPIES TO:
1-L&N LAND CORPORATION, WEISS
1-SOUTHWESTERN CONTRAC:TING
1-LICHLITER/JAMESON & ASSOCIATES
1-CITY OF COF'F'ELL, BARNETT
· '_--; C~ l' H N E .'_--; T
ROD~ ~.iORDON C:. E. T.
INC.
LG
SOUTHWESTERN LABORATORIES, INC.
Construction materials testing, anal)'tica! chemistr)' and geoteclmical engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas. Texas 75207 · 214/631-2700
L&N I_AND C:ORPORATION
ATTN: MR. MIKE WEISS
P.O. BOX 225644
DALLAS,TEXASSS 75265
MAY 5, 1982
dOB FILE NO. 27126-19
I_AB NO. D-8014-2
PRO,JECT NAME: WOODRIDF~E ADDITION SECIlON VI F'HASE II
ARCHITECT/ENGINEER: LICHLITER/,JAMESON & A:SS;OCIATES
GENERAL CONTRACTOR: SOUTHWESTERN CONTRACTING C:OMPANY
REF'ORT OF DENS:ITY OF S;OIL AND F-;OIL-AGGREGAIE IN F'LAF:E BY
NUCI FAR METHODS ('.--_:HALLOW DEPTH) - ASTM D-2922
DENSITY TESTS FOR: SITE
MATERIAL SOURCE: ON-SITE
MINIMUM SPECIFIED DENSITY:
95 F'ERCENT.
TEST TEST LOCATION PERCEN'¥ DRY DENSITY PERCENT
NO. (HORIZ AND VERTICAL C:ONTROL) MOISTLIRE LBS/CF OF MAX
5
S;TATION 25+A(')SOLrTH 100+80 WES;T
FINAL LIFT
MAY 3 1:38 F'M
1.9.8 .98.0 96.6
6
STATION 25'+75 SOI_ITH :3C)0+:_::0 WE::;T
FINAL LIFT
MAY 3 1:42 F'M
20.9 98.4 96.9
8
STATION 24+80 :SOUTH 700+25 WEST
FINAL LIFT
MAY 3'1:59 PM
22. I 98. I 96.7
11
STATION 23+50 SOUTH 300+50 WEST
FINAL LIFT
MAY 3 2:15 F'M
MAX LABORATORY DENSITY OF 101.5 LBS/CF AT 19.3 PERCENT OPTIMUM MOISTURE
REPORTED ON LAB NO. D-6473B '~ECHNICIAN'S NAME: Z. LANGSTON
SOIL CLASSIFICATION: LIGHT TAN AND YELLOW CLAY
REMARKS:
COF'IES TO:
1-L.&N LAND CORPORATION, WEISS
1-SOLITHWESTERN CONTRAC:TING
1-LIC:HLITER/JAMESON & ASSOCIATES
1-CITY OF E:OPPELL, BARNETT
SOUTHWESTERN LABOEATORI ES
I NC:.
SOUTHWESTERN LABORATORIES, INC.
C'tmstntction materials testing, analytical chemistry geotechnical ~'ngineeri.ng
P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 214/631-2700
LS<N LAND C:ORF'ORAI'ION
ATTN: MR. MIKE WEISS
P.O. BOX 225&44
DALLAS, TEXASSS 75265
;dAY 5, 1';782
.JOB FILE NO. 27126-17/
LAB NO. [I-:B014-2
F'RO,JEC:T NAME: WGODRIDGE ADDIIlON .'--_';EC:TION VI PHA:--;E II
ARC:HITECT/ENGINEER: LIC:HLITER/JAMESC~N 8,. ASSOCIATES
GENERAL ,]:CINTRACTOR: SOLITHWESTERN C:ONTRACI'ING COMPANY
REPART OF DENSITY OF SOIL AND :--;GIL-AGGREGATE IN PLACE BY
NUCLEAR METHADS (SHALLOW DEF'TH) - A..=_;TM~._,.r, .-,.~.-,-,.. ~
DENSITY TESTS FAR: .'_:-'ITE
MA1 ER I AL S:CILIRC:E: ON-S I T'E
MINIMLIM SPECIFIED DENSITY:
95 PERF:ENT.
TEST TEST LOCAT I ON PERCENT DRY DENSI TV PERF:ENT
NO. (HORIZ AND VERTIIZ:AL CONTRAL) MAISTURE LBS/CF OF MAX
STATION 24+:--:0 EOI_TH 400+:30 WEST
FINAL LIFT
MAY 3 2--': 05 PM
27.5 ~2.2 ~7.1
10
STATION 24+50 SOLITH (')0+/_-,0 WEST
FINAL LIFT
MAY 3 ~'~-: 1¢}_ F'M
· -.o c/--, = 'Fx7.4
12
STATION 2:3+50 SOIJTH 700+20 WES'r
FINAL LIFT
MAY 3 2:18 PM
26..¢.~ 93.6 ..GE:. 5
STATION 21+50 SCII_ITH 100+50 WEST
FINAL LIFT
MAY 3: 2:35 F'M
25.:3 93.2 ~8.1
MAX LABORATORY DEN:--;ITY OF 75.0 LBC-;/CF AT 27. I F'ERCENT OPTIMLIM MI-IISTLIRE
REF'ORTED FIN_ LAB NO. D-:3233 TECHNICIAN''c'-' NAME'. Z. LANF~'.=;TON- -
SOIL CLAS:--;IFICATIL-IN: DARK BROWN CLAY
REMARKS:
COPIES TO:
1-L&N LAND C:ORPORATION, WEISS
1-S;OUTHWESTERN CONTRACTING
1-LICHLITER/dAMESON ~ ASSOCIATES
1-CITY OF COPPELL, BARNETT
S~THWESTE~INC.
Rr,~NEY~~.J~$C~RDON C:.E.T.
SOUTHWESTERN LABORATORIES, IRIC.
Con.~tr~tction materials testing, a~al}'tical cltct~istry geotecI~nical engineering
P.O. Box 10687 · 131'9 Crampton Street · Dallas, Texas 75207 · 214/631-2700
L&N LAND CORF'ORATION
ATTN: MR. MIKE WEISS
P.O, BOX 225644
DALLAS, TEXASSS 75265
MAY 5, I ...... ~
dOB FILE NO. 27126-1'-2
LAB NO. D-:3014-4
F'RO,_IEC:T NAME: WOOE;RIDGE ADDITION SEC:TION VI F'HA:E;E II
ARCHITEC:T/ENGINEER: LICHLITER/,_IAMESON & A'.BSOCIA'IES
GENERAL CONTRACTOR: SOUTHWESTERN CONTRACTING COMPANY
REF'ORT OF DEN'.E;ITY OF SOIL AND :_:;OIL-AGGREGATE IN F'LACE BY -NI_ICLEAR METHODS ('.E:HAI_LOW DEF'TH) - ASTM D-2'722
DENSITY TESTS FOR: SITE
MATERIAL SCIURCE: ON-SITE
MINIMUM SPECIFIED DEN:--;ITY:
95 F'ERCENT.
TEST TEST LOI-:AT I ON F'ERCENT DRY DENS I TY PERCENT
NO. (HORIZ AND VERTICAL CONTROL) MOISTURE LBS/CF OF MAX
16
17
.'_=;TAT I ON 21+]'R.A :=;OI_ITH 500+:30' WEST
FINAL LIFT
MAY 3 2:40 PM
'._=;TAT I ON 21+:s:0 SOUTH 500+:30 WE:_--;T
FINAL LIFT
MAY~. ~ ~ °:46 PM
27 4 ':,? /-, ?7 5
28.2 ':.-: 2. I '? 6..'F-.~
18
19
STATION 20+:30 :--;C,_ITH 200+40 WEST
FINAL LIFT
MAY 3 2:50 PM
STATION 1.'F*+50 SOUTH 10(]+:::0 WEST
FINAL LIFT
MAY 3 2:55 F'M
26. -s/. ? 1.5 ?6.3
MAX LABORATORY DEN:E;ITY OF '75.0 LBS/C:F AT 27.1 F'ERF:ENT CmF'TIMLIM MOI.'_--;TI_IRE
REF'ORTED ON LAB NO. D-32:33 TECHNICIAN"S NAME: Z. LANGSTON
.C-:O I L CLA!'-:'.--: I F I CAT I ON: -DARk'. BROWN CLAY
REMARKS:
COPIES TO:
1-L&.N LAND CORPORATION, WEISS
1-SCmUTHWESTERN CONTRACT I NG
1-LICHLITER/.JAMESON & ASSOCIA]'ES
1-CITY OF COF'PELL, BARNETT
I NC:.
SI JTHWESTERI I LABORATORIES Ill,lC,
Con.Wruction material.~ lc. Wing, analytical chetnistry attd geotechnical engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas. Texas 75207 · 214/631-2700
L&N LAND CORPORATION
ATTN: MR. MIKE WEISS;
P.O. BOX 225644
DALLAS,TEXASSS 7526.5
MAY 5, 1
dOB FILE NO. 27126-19
LAB NO. D-8014-5
F'RO,JECT NAME: WCIODRIDGE ADDIIlAN SECTION VI F'HAS;E II
ARC:HITECT/ENGINEER: LICHLITER/._IAMESC~N & AS'.BCIC:IATES
GENERAL C:ONTRACTOR: SOLI-rHWESTERN CONTRACTING COlflF'ANY
REPORT OF DENSITY OF' SOIL AND L=;OIL-AGGREGATE IN F'LACE BY
NUCLEAR ME-f HODS (SHALLOW DEPTH) - ASTM ['-2722
OENSITY TESTS; FOR: SITE
MATERIAL SOURCE: ON-SITE
MINIMLIM SPECIFIED [EN._-.ITY.
95 PERCENT.
***************************************************************************
TEST TEST LOC:ATION F'ERCENT .DRY DEN!:;ITY PERCENT
NO. (HORIZ AND VERTICAL C:CINI'RFIL) MOI'.-];TURE LBS/CF OF MAX
20
STATION 17+65 :_:;OUTH :300+50 WE:BT
FINAL LIFT
MAY 3:3:05 F'M
MAX LABORATGRY DENSITY OF 95.0 LBS'/CF AT 27. 1 PERCENT OF'TIMUM MOI'.E;TLIRE
REPORTED ON LAB NO. D-:~-:2:3:3 TEC!HNIC:IAN'"S NAME: Z. LANGSTGN
SOIL CLASSIFICATION: DARK BROWN CLAY
REMARKS:
COPIES ]'O:
1-L&N LAND CORF'ORATION, WEISS
1-SOUTHWESTERN CONTRACTING
1-LICHLITER/dAMESON & ASSOCIA]ES
1-CITY OF COPPELL, BARNETT
'.'=;C, UTHWE:BTERN LABC~ATORIES;
I NC:.
LG'
$OUlliWESTERN LABORATORIES, INC.
Construction materials testing, anal?tical chemistry geotechnical engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 214/631-2700
L&.N LAND CORF'ORATION
ATTN: MR. MIKE WEISS
P.O. BOX 225644
DALLAS, TEXASSS 75265
MAY 5, 19:--:2
,_lOB FILE NO. 27126-19
LAB NO. D-8014-6
PRO,JECT NAME: WOODRIDOE A[,DITION SECTION VI F'HASE II
ARCHITECT/ENGINEER: LIC:HLITER/,JAMESON & ASSOCIATES
GENERAL CONTRACTOR: SOUTHWESTERN CONTRACTING COMPANY
REPORT OF I)ENSITY OF '.BOIL AND SOIL-AGGREGATE IN PLACE BY
NUCLEAR MEI'HODS (SHALLOW DEPTH)' - ASI'M D-2922
DEN:--;ITY TESTS FOR: :BITE
MATERIAL SOIJRCE: CmN-SITE
MINIMUM SF'ECIFIED DEN'-E;ITY:
?5 F'ERCENT.
TEST TEST LOCATION F'ERCENT DRY DENSITY F'ERCENT
NO. (HORIZ AND VERTICAL C:OI'4TRC~L) MOISTI_IRE LBC-:/CF OF MAX
13
F;TATION 22+5F~ SOIJTH :30,r)+50 WE:E;T
FINAL LIFT
MAY :3z~:zc:'-~ PM
14
F;TATION 22+50 C-;OU]-H 00+80 WEST
FINAL LIFT
MAY 3 2:30 PM
MAX I. ABCIRATORY DENSITY OF 117.9 LBF;/CF AT 12.3 F'ERCENT mZIF'TIMLIM MOISTLIRE
REPORTE[~ ON LAB NO. £m-3722 TECHNICIAN"S NAME: Z. LANGSTON
,_miL CLAS'SIFIC:ATION: TAN ANB BROWN SANDY CLAY
REMARt:.'S:
COP 1ES; lmO:
1--L&N LAND CcIRF'oRAT I ON' WE I:--::"------;
1--SOUTHWESTERN CONTRACT I NG
1--LiCHLITER/'--IAMESON & ASSOCIATES
1--CITY OF COF'F'ELL' BARNETT
RCIBN/EY~'J ~40RDON C.E.T.
I NC:.
LG