Woodridge-LR 820512Constru, on materials testing, attalytical chemistry '~[ :' geotechnical engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 214/631-2700
L&N LAND CORF'ORATION
ATTN: MR. STEPHEN CRIM
P.O.- BOX 225644
DALLAS, TEXAS 75265
RECEIVED
MAY 1 3 198
MAY 12, l:.,:,Z
,_IFIB FILE NFl. 27126--07
LAB NO.
F'ROdECT NAME: WOCIDRIDGE ADDITION - '.3TOCK F'I]ND AREA
ARCHITECT/ENFiINEER: LICHLITER/.JAME'.30N & AS:SOIZ:IATE:=:, ELSIE
GENERAL CONTRACTOR: SOUTHWESTERN CONTRACTING COMF'ANY
REF'ORT OF DENSITY OF SOIL AND SOIL-AGGREGATE IN F'LACE BY
NUCLEAR MEI'HOD¢; (SHAI_LOW DEPTH) - ASTM D-2722
DENSITY TES;/::; FOR: AF'F'ROXIMATE LE,]:ATIONS
MATERIAL SOURCE: ON-C-':ITE
MINIMUM SF'ECIFIED DENSITY: ~5 PERF:ENT.
1-EST TEST LOCATION F'ERCENT DRY DENSITY F'ERCENT
NO. (HORIZ AND VERTICAL F-:ONTRF~L) MOISTURE LBS/CF OF MAX
2
10" NORTH ElF Bi]RING 6!
6TH LIFT
MAY 11 6:=iS.AM
5" :--;OLITH F~F Bi}RING Q
7TH LIFT
MAY 11 7:00 AM
5" SOI_ITH OF BORING Q BETWEEN
7TH LIFT
MAY 11 7:C~5 AM
21.2 9::-:. 5 $~6. i
23.7 'P?.7 ' 'P7.3
24.8 77.5 75.1
4
5'" EA'.E;T OF BI3RING I
7TH LIF1
MAY 11 7:10 AM
2C~_. ":'._, 100. 1 97.7
MAX LABORATORY DENSITY OF 102.5 LB:--;/CF AT 20.0 F'ERCENT OF'TIMUM MOISTURE
REPORTED ON LAB NO. D-5'.-}02 TECHNICIAN":--: NAME: G. C:OTTON
SOIL CLASSIFIF:ATION: DARK TAN AND BROWN C:LAY WITH LIMESTONE
REMARKS:
TIME: 13.0 HOURS
COPIES TO:
2-L&N LAND CORPORATION, CRIM
1-LICHLITER/.JAMESON & AL::SOCIATES, ELSIE
1-CITY OF r:OF'PELL, BARNETT
1-SOUTHWESTERN C:ON]RACTING C:O.
SOIJTHW~STERN ~_ABCIRA~OR I ES
R ] [ NEY ._./q~{mRDON C. E. T.
INC.
Constr[ vn materials testing, analytical c'hemistry~ geotechnical engineering
P.O. Box 10687 * 1319 Crampton Street · Dallas, Te~bs 75207 · 214/631-2700
L&.N LAND CORPORATION
ATTN: MR. STEPHEN F:RIM
P.O. BOX 2'25644
DALLAS, TEXAS 75265
MAY 12, 17/:32
JOB FILE NO. 27126-£)7
LAB NO. D-S348-1
PROdECT NAME: WOODRIDGE AE~DITION - STOC:K POND AREA
ARCHITECT/ENGINEER: LIC:HLITER/JAMESON &. ASSCICIAYES, EL:E;IE
GENERAL CONTRACTOR: '.-::OUTHWESTERN CONTRACTING COMPANY
REPORT OF DENSITY OF '.E;OIL AND '.:;CIIL-AGGREGATE IN F'LACE BY
NUCLEAR METHODS (SHALLOW DEF'TH) - ASTM D-2722
DENSITY TESTS; FOR: APF'ROXIMATE .LOCATIONS
MATERIAL SOURCE: ON-SITE
MINIMUM SPECIFIED DENSITY: 95 F'ERC:ENT.
TEST TEST LOCATION PERCENT [fRY DENSITY F'ERC:ENT
NO. (HORIZ AND VERTICAL CONTROL) MOISTLIRE LBS/CF OF MAX
5
30'" WEST A]~ BORING d
8TH LIFT
MAY 11 8:07 AM
26~5 101.6 ?'~/. i
6
5" NORTH OF BORING @ 5" EAST OF
BORING Q 8TH LI~T
MAY 11 8:11 AM
23.5 104. 'P 102.3
7
5' NORTH OF BORING I
8TH LIFT
MAY I1 8:15 AM
10" WEST
24.8 100.7 '78.2
8
15' SOUTH OF BORING
9TH LIFT
MAY 11 8:40 .AM
24.4 77.8 'P5.4
MAX LABCIRATORY DENSITY I:IF 102.5 I_BF:/CF AT 20.0 F'ERCENT OPTIMUM MOISTURE
REPORTED ON LAB NO. D-5':}02 ]'EC:HNICIAN"S NAME: 0. COTTON
SOIL CLASSIFICATION: DARK TAN .AND BROWN CLAY WITH LIMESTONE
REMARKS:
COPI ES TO:
2-L&N LAND C:ORPORAT ION, CRIM
1-LICHLITER/._IAMESON & AS::;CICIATES, ELSIE
1-CITY OF COF'PELL, BARNETT
1-SOUTHWESIERN C:ONTRACTING CO.
SC, LITlaOWESTERN LABORAT~ORIES
RC,[,NEY ,_1/ ~ORBON C· E. T.
INC.
Conxtrt. .on materials testing, anal),tieal chemistry"~[ 'l geotechnical engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas. Texas 75207 · '214/631-2700
L&.N LAND CORF'L-~RATION
ATTN: MR. STEF'HEN CRIM
P.O. BOX 225644
DALLAS, TEXAS 75265
MAY 12, 1'782
._lOB FILE NEt. 27126-07
LAB NO
·
PRO.JECT NAME: WOCtDRIDGE ADDITION - STC,::K F'OND AREA
ARCHITECT/ENGINEER: LICHLITER/,JAME'.=:E~N S: AS'._=:OCIATES, ELSIE
GENERAL CON'[RACTOR: SOUTt4WESTERN CONTRACTING CGMF'ANY
REF'ORT OF DEN:=;ITY OF SOIL AND SOIL-AGGREGATE IN F'LACE BY
NUCLEAR HETHODS (SHALLOW DEPTH) - ASTM
DENSITY TE:]-;TS FOR: AF'F'ROXIMATE LE,Z:ATIONS
MATERIAL SOURCE: ON-'.=-;ITE
MINIMUM SPECIFIED DENSITY: ?5 PERCENT.
TEST TEST LF.Z:A'FION F'ERf::ENT [tRY DENSITY . F'ERCENT
NEt. (H'ORIZ AND-VERTICAL C:ONTROL) MOISTURE LBS/CF OF MAX
15" '._-;OI_ITH I]IF BORING O 20" EAr=;T
OF R '.---.'TH LIFT
MAY 11 8:45'AM
2/-. '"" 97 4 '.-;._ .0
10
.5'" EAST OF BORING I 20" :E:OI_ITH
OF I '.:.;'TH L I FT
MAY 11 8:50 AM
26.6 S~7.5 :=/5. I
11
15'" :5;OUTH OF BORING 6! 2C)" EAST
OF Q 10TH LIFT
MAY 11 $2:20 AM
26. o oo 2 95.8
12-
5" EA'.=;T nF BORING I 2C)" SOUTH
OF I !OTH LIFT
MAY 11 '~:25 AM
27. ':=' '?7.7 95.3
MAX LABGRATORY DENSITY OF 1(:)2.5 LBS;/CF AT 20.0 F'ERCENT OPTIMUM MOISTURE
REF'ORTED ON LAB NO. 1]-5'F'02 TECHNICIAN"S NAME: G. COTTON
SOIL CLA'F:SIFICATICIN: DARK TAN AND BROWN CLAY WITH LIMESTONE~
REMARKS
COPIES TO:
2-L&N LAND CORF'ORATION, CRIM
1-LICHLITER/.JAMES;ON & ASSOCIATES, ELSIE
1-CITY OF COF'PELL, BARNETT
1-SOUTHWESTERN CC~NTRAC:TING CO.
SOUTHW/cEST ERN/].r ABORA/I:OR I ES
ROE'NEY d./ftRT-,ON C.E.T.
INC.
Constr, ~n materials testing, analylical chemistryl~ geotechnical engineering
P.O. Box 10687 · 1319 Crampton Street, ° Dallas, Tombs 75207 · 214/631-2700
L&N LAND £:ORF'ORA]'IC~N
ATTN: MR. STEPHEN CRIM
P.O. BOX 225644
DALLAS, TEXAS 75265
MAY 12, 1'?/82
dOB FILE NO. 27126-07
LAB NO. D-:E:348-3
PROdECT NAME: WOODRIBGE ADDI'flON - STOC:K F'OND AREA
ARCHITECT/ENGINEER: LICHLITER/dAMESON & AS'.E:OcIAi'ES, ELSIE
GENERAL C:ONI'RACTOR: SOLITHWESTERN C:ONI'RAC'rlNG C:OMPANY
REPORT OF DENSITY OF SOIL AND SOIL--AGGREGATE IN PLACE BY
NUCLEAR METHODS (:E;HALLOW BEF'TH) - ASTM B-2S'22
DENSITY TESTS FOR: AF'PROXIMATE LOCATIONS
MATERIAL SGURCE: ON-SITE
MINIMUM SPECIFIED DENSITY:. 95 F'ERCENT.
TEST TEST LOCATION PERCENT DRY BENSITY PERCENT
NO. (HORIZ AND VERTICAL CON'IROL) MOISTURE LBS/CF OF MAX
13
20 -' SOUTH OF BOR I NG ~_.-...
lOTH LIFT
MAY 11 '~:30.AM
26.0 '?~:--:. 3 '.-7~5.9
14
AT BORING Q
11TH LIFT
MAY 11 ~:50 AM
24.7 103.3 100, 8
15
BETWEEN Q&I CENYERED
llTH LIFT
MAY 11 9;55 AM
24. I ...-.~ .c.~. 2 .96.8
16
AT BORING I
11TH. LIFT
MAY 11 10:00 AM
22.6 '97.9 ~5.5
MAX LABORATORY DENSITY OF 102.5 LBS/CF AT 20.0 PERCENT OPTIMUM MOISTURE
REPORTED ON LAB NO, B-5~02 TECHNICIAN'S NAME: O. C:OTTON
SOIL CLASSIFICATION: DARK TAN AND BROWN CLAY WITH LIMESTONE
REMARKS:
COPIES 10:
2-L&N LAND C:C~RF'ORATION, C:RIM
1-LICHLITER/._IAMESON 8: ASSOCIATES, ELSIE
1-CITY OF COPPELL, BARNETT
1-SOUTHWESTERN C:ONTRAC:T ING CO.
Conxtruction mate' : testing, analytical chemistry and geotec al engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 214/631-2700
N LAND CORPORATION
TN: MR. STEPHEN C:RIM
n. BOX ,..-._,/_-.44
.LLAS, TEXAS 75265
MAY 12,
,_lAB FI LE NO. 27126-07
LAB NO. D-8348-4-
CI._IEC:T NAME: WOODRIDOE ADDITION - F:TOC:K F'ON[~ AREA
CHITEC:T/ENGINEER: LIE:HLITER/.JAMESON &. ASSC,::IATE'.]-;, ELSIE
NERAL C:ONTRAE:TOR: SOUTHWESTERN CONTRAE:TINC~ E:OMF'ANY
REF'ORT OF DENSITY OF SOIL AND :30IL-AF4GREGATE IN PLACE BY
NI_ICLEAR METHODS (SHALLEIW DEPTH) - ASTM D-27/22
NSITY TESTS: FOR: AF'F'ROXIMATE LOCATIEINS
TERIAL S:F,_IRC:E: ON-S;ITE
NIMUM SPEC:IFIED DENSITY: 95 PERF:ENT.
'-ST TES;T LOF:ATIF~N F'ERr:ENT DRY DEN:_:;ITY F'ERE:ENT
(HORIZ AND VERTICAL C:nNTRC~L) MOISTURE LB¢./_.F OF MAX
10'" F;OI_ITH OF BORING B
1ST LIFT
MAY 11 10::3('} AM
24.8 .:,o 3: S~5. ~
20" EAST AND 10" SOUTH OF BORING A
1ST LIFT
M'AY 11 10::35 AM
2A. 0 '77.5 75. I
AT B3RING A
12TH LIFT
MAY 11 10:55 AM
20" -NORTH OF O. BORINO
12TH LI Fl'
MAY 11 11:05 AM
22 2 1AO. :3 ?/7.9
X LABORATORY DENSITY OF 102.5 LB:--;/E:F AT 20.0 F'ERC:ENT OPTIMUM MOIS;TURE
PC'RTED ON LAB NO. D-5'F-~02 TEC:HNIC:IAN"S NAME: G. C:OTTON
IL CLA'._--:SIFIC:ATION: DARK TAN AND BROWN F:LAY WITH LIMESTONE
MARKS:
:'lES TO:
_&N LAND CORPORATION, CRIM
_ICHLITER/._IAMEtE;ON &. ASSOCIATES, ELSIE
Z:ITY OF COF'PELL, BARNETT
~;OLITHWESIERN CONTRACTING C:O.
SOUTHWESTERN LABORATnRIES; INC.
RODNEY J./E~DON C'. E. T.
SOUlHl ES ERN LABORA O iES, INC.
Constr. · tion tnoter[al., te.,ting, onal)'tical che~nist d geotecl~nica! engineering
P.O. 8ox 10687 · 1319 Crampton Street, Dallas. Texas 75207 · 214/631-2700
L&N LAND CORPORATION
ATTN: MR.. STEF'HEN CRIM
P.O. BOX 225644
DALLAS, TEXAS 75265
MAY 12, 1982
JOB FILE NO. 27126-07
LAB NO. D-8348-5
PRO,_IEC:T NAME: WOODRIDGE ADEcITION - STOCK F'OND AREA
ARCHITECT/ENGINEER: LIE:HLITER/.JAMESON & ASSOCIATES, ELSIE
GENERAL C:ONTRAC:TOR: SOU]HWESTERN CC~NTRAC:]"ING COMPANY
REF'ORT OF DENSITY OF SOIL Ar,,ID SOIL-AGGREGAI'E IN PLAE:E BY
NL,]:LEAR METHOD'.]-; (S:HALLOW DEF'TH) - AG;]'M D-2'722
DENSITY TESTS FI]R: APPROXIMATE LOCATIONS
MATERIAL SOURCE: ON-SITE
MINIMUM SPECIFIED DENSITY: 95 PERCENT.
TEST TEST LOCATION PERCENT [cRY DENSITY PERCENT
NCc. (HORIZ AND .VERTICAL C:ON]'RC~L) MAISTI_IRE LB.z./_.F OF MAX
21
10' WEST OF I BORING
2ND LIFT
MAY 11 11:10 AM
21.5 100.0 77.6
22
25' SOUTH OF Q BORING
13TH LIFT
MAY 11 11:45 AM'
20.2 99.8 ~7.4
10' SOUTH OF d BORING
13TH LIFT
MAY 11 11:50 AM
21.1 ~8.5 96.1
24
AT BORING A
3RD LIFT
MAY 11 12:50 PM
MAX LABORATORY DENSITY OF 102,5 LBS/CF AT 20.0 PERCENT OPTIMUM MOISTURE
REPORTED ON LAB NO. D-5~02 TEE:HNICIAN'S NAME: G.. COTTON
SOIL CLASSIFICATION: DARK TAN AND BROWN CLAY WITH LIMESTONE
REMARKS:
COPIES TO:
2-L&N LAND CORF'ORATION, C:RIM
1-LICHLITER/dAMESON & ASSOCIATES, ELSIE
1-CITY OF COF'F'ELL, BARNETT
1-SOUTHWES]ERN CONIRACTING CO.
c;OUTHWESTERN LABORA,,TORIES:
RODI',IEY 'J .~ ~JB.'[~cN C. E. T.
INC.
Conxti ;on materials tesling, analytical chemistr)~d geotechnicaI engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 214/631-2700
L&N LAND CORF'ORATIC~N
ATTN: MR. STEPHEN C:RIM
P.O. BOX 225644
DALLAS, TEXAS 7526.5
MAY 12, 1982
JOB FILE NO. 27126-07
LAB NO. D-8348-6
F'RO._IEC:I' NAME: WOODRIDGE ADDIIlON - .'BI'CtCI.',' F'ON[~ AREA
ARCHITECT/ENGINEER: LICHLITER/.JAMESON & AS'.5;C,]:IATE.S, ELSIE
GENERAL CONTRACTOR: :-]:OUTHWESTERN CONTRACTING COMPANY
REPORT OF DENF;ITY OF .'=-;OIL AND :_::OIL-AGGREGATE IN F'LACE BY
NUCLEAR METHODS (SHALLOW DEF'TH) - A:--;TM D-2922
DENSITY TESTS FOR: APPROXIMATE LOCATIONS
MATERIAL SOURCE: ON-SITE
MINIMUM SF'EC:IFIED DENSITY: ~5 F'ERCENT.
TEST TEST LOCATION F'ERCENT DRY'DENSITY pERCENT
NO. (HORIZ AND ~ERTIC:AL C:ONTROL) MOISTURE LBS/CF OF MAX
25
20" SOUTH OF BORINO Q 5" EAST OF BORINO
P 14TH LIFT
MAY 11 1:45 F'M
26.8 98.4 96.0
26
BETWEEN BORINGS Q&I SOUTH 15'
147H LIFT
MAY 11 1:50 PM
26.4 100.8 98.3
27
15~ NORTH OF BORING d
14TH LIFT
MAY 11 1:55 PM
22.2 103.5 101.0
28
10~ SOUTH OF BORING B
4TH LIFT
MAY 11 ~:45 F'M
22.2 101.8 'F¢S*. 3
MAX LABORATORY DENSITY OF 102.5 LBS/CF AT 20.0 F'ERCENT OF'T~MUM MOISTLIRE
REPORTED ON LAB NO. D-5902 TECHNICIAN"S NAME: G. COTTON
SOIL CLASSIFICATION: BARK TAN AND BROWN CLAY WITH LIMESTONE
REMARKS:
COPIES TO:
2-L&N LAND CORPORATION, CRIM
1-LICHLITER/dAMESON & ASSOCIATES, ELSIE
1-CITY OF COF'F'ELL, BARNETT
1-SOUTHWESTERN CONTRACTING CO.
SOLI~ESTERN /~ABI~RIES INC.
RODNEY ._I./I]~'DON C.E.T.
SOUl HWESTEFIN LABORAI'ORIES, Ii,lC.
Ccm.~ Ir,. ,ion malerial$ le,~'ting, ana[.),ticrtl chemistr) ~d geot¢chnical cng[neerir~g
P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 214/631-2700
L&N LAND C:ORPORATION
ATTN: MR. STEPHEN CRIM
P.O. BOX 225644
DALLAS, TEXAS 75265
MAY 12, 1982
._lOB FILE NO. 27126-07
t_AB NO. D-8348-7
F'ROUEC:T NAME: WC~ODRIDGE ADDITION - STOC:I< POND AREA
ARCHITECT/ENGINEER: LICHLITER/dAMESON & AS:--;OCIATES. EL'.E;IE
GENERAL CONTRACTOR: SOUTHWES]ERN C:ONTRAC:TING COMF'ANY
REPORT OF DENSITY OF .SOIL AND SOIL-AGGREGATE IN PLACE BY
NUCLEAR METHODS (.SHALLOW DEPTH) - ASTM D-2'~22
DENSITY TESTS FOR: AF'PROXIMATE LOC:ATIONS
MATERIAL SOLIRCE: ON-SITE
MINIMUM SPECIFIED DENSITY: ~5 F'ERCENT.
TEST TEST LOC:AT ICiN F'ERC:ENT DRY DENSI TV F'ERCENT
NE,. (HORIZ AN[, .VERTICAL crz~NTROL) MOISTURE LBS/CF OF MAX
2~
5" :_=;OUTH OF BORINO 110
4TH LIFT
MAY 11 2:45'PM
23. ? 78.8 96.4
3O
15' NORTH OF BORING Q 10" EAST
15TH LIFT
MAY 11 2:50 PM
21.7 100. 1 ':77.7
31
5' WEST OF BORING I
15TH LIFT
MAY 11 3:00 PM
20.~ 97.4 95.0
32
20' WEST OF BE, RING K NORTH 30'
15TH LIFT
MAY 11 3:05 F'M
21.4 ?:::. 3 ?5.9
MAX LABORATORY DENSITY OF 102.5 LBS/CF AT 20.0 F'ERC:ENT OF'TIMI_IM MOISTI_IRE
REPORTED ON LAB NO. D-5902 TEC:HNIC:IAN"S NAME: G. COTTON
SOIL CLASSIFICATION: DARK TAN AND BROWN CLAY WI. TH LIMESTONE
REMARKS:
COPIES TO:
2-L&N LAN[' C:C~RF'ORATION, C:RIM
1-LICHLITER/dAMESON & ASSOC:IATE:3, ELSIE
1-CITY OF COF'F'Et:L, BARNETT
1-SOUTHWESTERN CONTRAC]ING C:O.
i ;F~l.I ~E S:T E F~R I E S; INC.
ODI'qEY ._. /,~DON C.E.T.
Constn. on materials testing, anal.~,tical chemistr)' geotechnical engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 214/631-2700
L~N LAND CORPORATION
ATTN: MR. SIEF'HEN CRIM
P.O. BOX 225644
DALLAS, TEXAS 75265
MAY 12, 1982
.JOB FILE NO. 27126-07
LAB NO. D-8348-8
PROJECT NAME: WOODRIDGE ADDI]'ION - STOCK F'OND AREA
ARCHITECT/ENGINEER: LICHLITER/,_IAME:--;ON & ASSOCIATES, ELSIE
GENERAL CONTRACTOR: SOLITHWE?-;TERN CONTRACTING COMF'ANY
REPORT OF DEN'_--;ITY OF SOIL AND SOIL-AGGREGATE IN F'LACE BY
NUCLEAR METHODS ('.--:HALLOW DEPTH) - ASTM D-2922
DENSITY TESTS FOR: AF'F'ROXIMATE LOCA'IIONS
MATERIAL SOURCE: ON-SITE
MINIMUM SF'ECIFIED DENSITY: ~5 F'ERCENT.
TEST TEST LOCATION PERCENT DRY DENSITY PERCENT
NO. (HORIZ AND ~ERTICAL CONTROL) MOISTURE LBS/CF OF MAX
33
AT BORING 0
5TH LIFT
MAY 11 3;3-5'F'M
18.8 103.8 101.3
34
30~ EAST FROM BORING 0
5TH LIFT
MAY.11 3:40 F'M
18.1 102.? 100.4
35
5~ SOUTH OF BORING B
6TH LIFT
MAY 11 4:20 F'M
21.0 100.0 '.-~7.6
36
5~ EAST OF BORING A
6TH LIFT
MAY 11 4:25 F'M
20.4 79.6 97.2
MAX LABORATORY DENSITY OF 102.5 LBS/CF AT 20.0. F'ERCENT OPTIMUM MOISTURE
REF'ORTED ON LAB NO. D-5702 TEE:HNICIAN"S NAME: G. COTTON
SOIL CLASSIFICATION: DARK TAN AND BROWN (:LAY WITH LIMESTONE
REMARKS:
COPIES TO:
2-L&N LAND CORPORATION, C:RIM
1-LICHLITER/,_IAMESON &. AL:;SOC:IATES, ELSIE
1-CITY OF COPPELL, BARNETT
1-SOUTHWESTERN CONTRACTING CO.
SOUT~ESTERN _LABORA~OR ], ES
RC~t]NEY .J~ ~_~RDON C.E.T.
INC.
Cons; ~ ~.~ ~:.::crials t~: %e, anal~'tical chemis hnical engineering
P.O. ~ E:~:~ "~- ' 1319 ~pton Street · Dallas, Texas 75207 · 214/631-2700
L&N LAND CORF'ORATION
ATTN: lflR. STEPHEN CRZ~
P.O. BOX 225644
DALLAS, TEXAS 75265
MA'Y 12, 1:,:.
,_lOB FILE NO. 27126-07
LAB NO. D-:::348-9
F'RO,_IEC:T NAME: WC,-IDFT--_----= ADDITIciN - :---;TOCK POND AREA
ARCHITECT/ENC'~INEER: ---]Z-'C~ITER/'-IAMESCd"I & A"=:SFIr:IA"rES, ELSIE
GENERAL C:ONIRACTOR: S~--~']L:7'7=WESTERN CONTRAC:TING C:AMPANY
REF'GRT OF DFT-'::~-']--2="' OF .SC~IL AND SOIL-AGGREGATE IN F'LAC:E BY
NUCLEAR '"'% -- , :--"_-,DS (.'_=;HALLOW DEPTH) - ASTM D-2922
DENSITY TESTS FOR: P-='---c'=?:XIMATE LOF:ATIONS
MATERIAL SOURC:E: ON-~--.
MINIMUM SF'ECIFIED DE,''-]'r :]-:ZTY: .?.5 PERCENT.
TEST TEST LCiC:A'TICIN F'ERCENT DRY DENSITY F'ERF:ENT
NO. (HCiRIZ AND VERT _£:AL C:ONTROL) MnlL=;TL~RE LBS/CF OF MAX
37
4'0
AT BORING 110
6TH LIFT
MAY 11 4:30.PM
5" NORTH OF BOP' NG 0
7TH LIFT
MAY 11 5:00 PM
5' NORTH OF BOF'' NG A 10" EAST
7TH LIFT
MAY 11 5:10 F'M
10" SOUTH OF BO¢~NG 110 5< EAST
7TH LIFT
MAY 11 5:15 F'M
20.8 100. :'3
97. ~
1 ';?. 5 101.5
99.0
20.2 100.6
20.4 100.2
97.8
MAX LABORATORY DENSI'T / OF 102.5 LBL--;/CF AT 2A.O F'ERF:ENT OF'TIMUM MOISTURE
REF'ORI'ED ON LAB NO. II ';902 ''
" TECHNICIAN'S NAME: G. COTTAN
SOIL CLASSIFICATION: lfftRl< TAN AND BROt,4N CLAY WITH LIMESTONE
REMARKS:
COPIES TO:
2-L&N LAND CORPORATION' C:RIM
1-LIC:HLITER/OAMESON & .~;SOCIAIES, ELSIE
1-CITY OF COPPELL,
1-SOUIHWESTERN CON]RA2'iNG C:O.
:E;OLIT.U~ESTERN.. LABOBATF~R I EC;
' Z [ NEY ,_1 .t'/ORDCTN C.E.T.
I NC:.
Constt 'on matertals testing, anah'tical chemistr~d geotechnical engineering
P.O. Box 10687 * 1319 Crampton ~treet · Dallas. TExas 75207 * 214/631-2700
L&N I_AND C:ORPORATION
AT 'TN: D1R. STEPHEN C:RIM
F'.O. BOX 225644
DALLAS, TEXAS 752/:,5
MAY 12, 1 '.-7~82
dOB FILE NO. 27126-07
LAB NO. D-8.348-10
F'ROdECT NAME: WOODRIDGE ADDITION - STOC:K F'OND AREA
ARCHITECT/ENGINEER: LICHLITER/JAME:SON & ASSOCIATES, ELSIE
GENERAL C:ON]-RACTOR: :E;OLITHWE.'STERN CONTRACTING C:OMPANY
REPORT OF DENSITY OF ~E;OIL AND SOIL-AGGREGATE IN PLACE BY
NUCLEAR METHODS (:E;HALLOW DEPTH) - A:-];TM D-2S~22
DEN:3ITY TESTS FOR: APPROXIMATE LOCATIONS
MATERIAL SOURCE: ON-SITE
MINIMUM :--;PECIFI.ED DENSITY: ?5 F'ERCENT.
TEST TEST LOCATION F'ERCENT DRY DENSITY PERCENT
NO. (HORIZ AND VERTIF:AL CONTROL) MOISTURE t_BS/C:F OF MAX
41
5" NORTH OF BORING 0
8TH LIFT
MAY 11 5:50.F'M
21. E-" 101.3 'F~8; 8
42
5: NORTH OF BORINO A 10" WEST
8TH LIFT
MAY 11._.~:55 PM
20.6 101.4 98.9
43
10'" SOIJTH OF BORING 110 5" WEST
8TH LIFT'
MAY 11 6:00 F'M
21.8 100.8 ?8.3
MAX LABORATGRY DEN'._--;ITY OF 102.5 .LBS/CF AT 20.0 F'ERCENT OPTIMUM MOISTURE
REPORTED ON LAB NO. D-5'F.~02 TECHNIC:IAN"S NAME: O. COTTON
SOIL CLASSIFICATION: DARK TAN AND BROWN CLAY WITH LIMESTONE'
REMARKS:
C:OP I ES TO:
2-L&N LAND CORPORATION, CRIM
1-LICHLITER/dAMESON & A'_--;SOCIATE:_:;, ELSIE
1-CITY OF COF'F'ELL, BARNETT
1-SOUTHWE:_:;TERN CONTRACT I NG C:O.
I NC:.
LG
Cottstrt~(.. on materials testing, analytical chemistry L[I geotechnical engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 214/631-2700
L&N LAND CORPORATION
ATTN: MR. STEPHEN C:RIM
P.O. BOX 225644
DALLAS, TEXAS 75265
MAY 12, 1982
dOB FILE NO. 27126-07
LAB NO. D-8348-11
F'RO,JECT NAME: WOCtDRIDGE ADDII'ION - STOC:K F'OND AREA
ARCHI]'ECT/ENGINEER: CICHLITER/dAMESON & AS;'.30CIATES, ELSIE
GENERAL CONTRACTOR: :E:OUTHWESTERN CONTRACTING COMF'ANY
REPORT OF DENSITY OF SOIL AND SOIL-AGGREGATE IN PLACE BY
NUCLEAR METHODS (:E;HALLOW DEPTH) - ASTM D-2'.-7'22
DENSITY TESTS FOR: AF'F'ROXIMATE LOCATION::;
MATERIAL SOURCE: ON-SITE
MINIMUM SF'ECIFIED DENSITY: ?5 F'ERC:ENT.
TEST TEST LOCATION PERCENT DRY DENSITY PERCENT
.NO. (HORIZ AND VERTICAL CON]RI}L) MIDISTURE LBS/CF OF MAX
44
AT BORING B
9TH LIFT
MAY 11 6:30,F'M
12.8 ~14.2 97.1
45
AT BORING A
~TH LIFT
MAY 11 6:35
F'M
13.9 113.3 96.3
46
AT BORING H
~].H LIFT
MAY 11 6:40 PM
11.7 112.8 95.9
47
10" NORTH OF BORING I10
10TH LIFT
MAY 11 7:00 F'M
11.5 113..4 ~6.4
MAX LABORATORY DENSITY OF 117.6 LBS/CF AT 9.7 PERCENT OPTIMUM MOISTURE
REPORTED ON LAB NO. D-2445 TECHNICIAN'S NAME: G. COTTON
SOIL CLASSIFICATION: LIGHT TAN AND BROWN SAND
REMARKS:
COF'I ES TO:
2-'~,~' LAND C:ORF'ORAT I ON, CRIM
1-LICHLI-[ER/,_IAME'.-:;C~N & AS'.E;OC:IATES, ELC-;IE
1-CITY OF COF'F'ELL, BARNETT
1-SOUTHWESTERN CONTRACTING C:O.
SCIUTblWESI ERtl A_ABOF2ATC~R I ES;
RO[tNEY ,JF/~OR['-~N . C'. E. T.
INC.
SOUTHWESTERN LABORATORIES, INC.
Constrt~ction materials testing, onal)'fica! cl~¢mistry and geotechnical engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 214/631-2700
L&N LAND I]:ORF'ORAI ION
ATTN: MR. STEPHEN CRIM
P,O. BOX 225644
DALLAS, TEXAS 75265
MAY l~z, 1.~._.]~
._lOB FILE NO. 27126-A7
LAB NA. n-'--")4o- 1 ~'
F'RO,_IEC:I" NAME: WEu]DRIDGE ADDITIC~N - .STOCK F'AN[I AREA
ARCHITECT/ENGINEER: LICHLITER/.-IA'ME:S;ON & ASS;OCIATES,. ELSIE
GENERAL CONTRACTOR: SOUTHWES;TERN CONTRACTING COMF'ANY
REF'nRT OF DENSITY AF :--;FILL AND SOIL-AGGREGATE IN F'LACE BY
NIJCLEAR METHOnS (SHALLOW DEF'TH) - A'STM rt-2922
DENSITY TES;TS FOR: AF'F'ROXIMATE LOCATION:E;`
MATERIAL '.=;OURCE: ON-SiTE
MINIMUM SF'ECIFIEB DEN'.E;ITY: 'P5 PERCENT.
TEST TEST LOCATI ON F'ERCENT [tRY [tENS I TV F'ERCENT
NO. (HORIZ AND'VERTICAL CONTROL) MCII:=;TI_IRE I_BS/C:F OF MAX
48
BORING A
10TH LIFT
MAY 11 7:05 F'M
1 ~1~. 6 112. 'P 'F.~6.0
MAX LABORATORY DENSITY OF 117.6 LBS/CF AT 9.~ F'ERCENr OPTIMUM MOI:E;TI_IRE
REPORTE[) ON LAB NEt. D-2445 TECHNICIAN-'S NAME: G. C:OTTON
SOIL CLAS;SIFICATION: LIGHT TAN AND BROWN '._:;AND
REMARKS:
COPIES lO:
2-L&N LAND CORF'ORATION, CRIM
1-LICHLITER/.JAMESON & ASSOCIATES;, ELSIE
1-CITY OF COF'F'ELL, BARNETT
1-SOUTHWESTERN CONIRACTING CO.
RF [INEY ,yf,,uZ;RDEtN C.E.T.
I NC.
LG
$OUTi-.IWESTEi]N LABO.qAT'Oi:IIE$, il/lC.
ConstrN~ ~ion materials testing, analytical cl~¢mistry geotecl~nica! enginee, ring
P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 214/631-2700
L&N LAND CORPORATION
ATTN: MR. STEPHEN CRIM
P.O. BOX 225644
DALLAS, TEXAS 75265
RECEIVED
· MAY 1 3
MAY 12, 1 '.--;82
JOB FILE NO. 27126-07
LAB'NO. B-E:346
F'RO,_IEC:T NAME: WOODRIDGE ADDITION - STOCK F'ONI-I AREA
ARCHITECT/ENGINEER: LICHLITER/JAMESON & A'-E:'.E;OCIATES, EL'SIE
GENERAL CONTRACTOR: SOUTHWEE:TERN C:ONTRACTING COMF'ANY
REPORT OF DENSITY OF :E;OIL AND SOIL-AGGREF4ATE IN F'LACE BY
NLICLEAR METHODS (E;HALLOW DEPTH) - ASTM D-2922
DENSIYY TE:E;TS FOR: AF'F'ROXIMATE LOCATIONS
MATERIAL SOURCE: ON-SITE
MINIMUM :--;PECIFIED BENSIYY: 95 F'ERCENT.
***************************************************************************
TES'T TEST LFH-]ATIF~N F'ERC:ENT F'ERCENT
NO. (HORIZ AND .VERTICAL CONI'ROL) MIZII.STIJRE OF MAX
3
25" SOUTH OF BORING Q
1ST LIFT
MAY 10 1:20'F'M
DRY DENSITY
LBS/CF
26.3 'F/8.8 96.4
4
NEAR BORING I
1ST LIFT
MAY 10 1:25 PM
28.0 97.6 95.2
5
NEAR BORING I
2ND LIFT
MAY 10~ °:15 'PM
~_.S .3 97.4 95 · 0
6
25" SOLITH OF BORING g!
2ND LIFT
MAY 10 2:20 F'M
2.5.6 102.3
99. B
MAX LABORATORY DENSITY OF 102.5 LBS/CF AT 20.0 F'ERCENT OF'TIMIJM MOISTURE
REPORTED ON LAB NO. D-5902 TECHN-IC:IAN"S NAME: 6. COTTON
SOIL CLASSIFICATION: DARK TAN AND BROWN CLAY WITH LIME'-E;TONE
REMARKS:
T I ME: 1F~. 0 HOURS
COP I ES TO:
2-L&N LAND CORF'ORATI ON, CRIM
· 1-LICHLITER/JAMESON & ASSOCIATES, ELSIE
1-CITY OF COF'F'ELL, BARNETT
1-SOUTHWESTERN CONTRACTING CO.
:::OUTHJgESTERN LABORA~TOR I ES:
RODNEY ,_1./' ~T/~-~RDON C. E. T.
INC.
5[.)UTt WE$1'ERN LABORAI'Oi- IES it C,
Con.~'tr.. tion materials, testing, onalytical chemist d geotechnical engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 214/631-2700
L&N LAND CC:RPORA]'ION
ATTN: MR. STEF'HEN E:RIM
P.O. BOX 225644
DALLAS, TEXAS 75265
MAY
dOB FILE NO. 27126-C~7
LAB NO. D-8346-1
F'RO,_IECT NAME: WOEIDRIDGE ADDITION - STOCK F'OND AREA
ARCHITECT/ENGINEER: LICHLITER/.JAMESON & A'.]-:',S;E,Z:IATES, ELSIE
GENERAL CONTRACTOR: S:OU]'HWEF;TERN CON]RACTING COMF'ANY
REF'ART AF DENSITY OF '.-];OIL AND ::;OIL-AGGREGATE IN PLACE BY
NUCLEAR METHODS ('.:-;HALLOW DEF'TH) - A'.::TM D-2'.~22
DENSITY TESTS FOR:. AF'F'ROXIMA1-E LOCAI-IONF;
MATERIAL SF,_IRE:E: ON-'.BITE
MINIMUM SPECIFIED DENSITY: '.--.'5 PERCENT.
TEST TEST LOCATION F'ERCENT DRY DENSITY F'ERCENT
NO. (HORIZ AND .VERTICAL CONTROL) MOISTURE LBS/CF OF MAX
7
BETWEEN H&I BORING
3RD LIFT
MAY 10 2:45'F'M
2:3.3 '? 7.7 '.-7~ 5.3
8
NEAR BORING J
3RD LIFT
MAY 10 2:50 F'M
2c]-' . 6 1 ~'~: .. _ 2 100.7
-NEAR BORING P
1ST,LIFT
MAY 10 2:55 F'M
~_.s-~,~. 0 ?8. o_ .95.6
10
BETWEEN H&.I BORING
4TH LIFT
MAY 10 :_--::40 F'M
26.6 .'F-.~ .'F-.~. 6 ~7.2
MAX LABORATORY DENSITY OF 102.5 LBS/CF AT 20.0 PERCENT OF'TIMUM MOISTURE
REPORTED ON LAB NO. [-.5'~02 TECHNIC:IAN"S NAME: G. C:OTTON
SOIL C:LASSIFIC:ATION: DARK TAN AND BROWN CLAY WITH LIMESTONE
REMARKS:
COF'I ES TO:
2-L&.N LAND CARF'ORAT ION, F:RIM
1-LIE:HLITER/JAMESON & ASSOCIA]'ES, ELSIE
'-1-CITY OF COPF'ELL, BARNETT
1-SOUTHWESTERN CONTRACIING E:O.
SOUTICldES;TERN LABOR,~TORI ES I NC.
RODNEY ,_1./C.~JIR[~ON C.E.T.
/ -
SOUTHWESTERN LABORATORIES, INC.
Construction materials testing, analytical chemist d geotechnical engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 214/631-2700
L&N LAND CORF'ORAI'ION
AT'IN: MR. STEP}-tEN CRIM
P.O. BOX 225644
DALI_AS, TEXAS 75265
MAY 12, 1'.-}82
.JOB FILE NO. 27126-07
LAB NO. B-8346-2
F'RO._IECT NAME: WCuZ~DRIDGE ABDITION - S]'OCK F'OND AREA
ARC:HITECT/ENGINEER: LICHLITER/.JAMESON & A'-5;'-5;OCIATES, ELSIE
GENERAL C:C~NIRAC:TOR: SOLITHWES]'ERN C:ONTRAE:TING COMF'ANY -'
REF'ORT OF DENSITY OF S;OIL AND S;OIL-AGGREGATE IN PLACE BY
NUCLEAR METHODS ('._::HALLOW DEPTH) - ASTM D-'2922
DENSITY TESTS FOR: AF'F'ROXIMATE LOCA¥IONS
MATERIAL SOURCE L N-.=.I TE
MINIMLIM SF'ECIFIED DENSITY: ?5 F'ERCENT.
TEST TES;T LOCATION F'ERCENT DRY DENSITY F'ERCENT
NO. (HORIZ AND MERTICAL E:ONTRC'L) MOISTURE LB:--:/C:F OF MAX
11
BETWEEN BORING ._I&.K CENTERED
4TH LIFT
MAY 10 3: 45'F'M
24.8 101.6 'F.~. I
12
NEAR BORING P
2NB LIFT
MAY 10 3:50 F'M
24.2 102.0 ?9.5
13
lC)" NORTH OF BORING
3R'D LIFT
MAY 10 4:20 F'M
2(}. 6 101 ' 5 '?~. 0
14
CENTERED BETWEEN BORING L--.!&I
5TH LIFT
MAY 10 4:25 PM
20,0 103.0 100.5
MAX LABORATORY DENSITY OF 102.5 LBS/CF AT 20.0 F'ERC'ENT OF'TIMLIM MOI'STURE
REF'ORTED ON LAB NO. D-5'F.~02 ]'ECHNICIAN"S NAME: G. COTTON
SOIL C:LASSIFICATION: DARK TAN AND BROWN CLAY WITH LIME'.E;TONE
REMARKS:
COPIES TO:
2-L&N LAND CORPORATION, CRIM
1-LICHLITER/.JAMESON &ASSOCIATES, ELSIE
1-CITY OF COPPELL, BARNETT
1-SOUTHWESTERN CONTRACTING CO.
:E:OUI'~9,,4ESTERN LABORO-TORI ES:
I NC:.
SOUI'HWESIERi i LABORATORIES, INC.
Consh ..ction materials testing, anal),tica! chemi, st d geotechnical engineering
P.O. Box 10687 · 1319 Crampton Street, Dallas. Texas 75207- 214/631-2700
L&N LAND CORF'ORATION
ATTN: MR. STEPHEN CRIM
P.O. BOX 225644
DALLAS, TEXAS 75265
MAY 12, 1982
._lOB FILE NO. 27126-07
I_AB NO. D-8346-3
F'ROdECT NAME: WOODRIDGE AD[IITION - STOCK F'OND AREA
ARCHITECT/ENF~INEER: LIC:HLITER/._IAMES;ON & A:=;SOCI'ATES, ELSIE
OENERAL CONTRACTOR: SOUTHWESTERN CONTRAC:TINC~ COMPANY
REF'ORT riF DENS:ITY CiF '.=:;OIL AND '.s;OIL-AGGREiSATE IN PLACE BY
NLICLEAR METHODS ('.E;HALLOW DEF'TH) - ASTM D-2722
DENF;ITY TE'.E;I'S FOR: AF'F'ROXIMATE LOCATIONS
MATERIAL SOURCE: ON-'.:;ITE
MINIMUM :E;F'ECIFIED DEN'SITY:. ?5 F'ERC:ENT.
TEST TEST LOCAT ION F'ERCENT DRY DEN:-] I TY PERCENT
NO. (HFIRIZ AND .VERTICAL CONTROL) MFIISTI_IRE LB.L-;/CF OF MAX
15
1¢)'" WEST riF BORING d
5TH LIFT
MAY 10 4: :35'F'M
22.0 103.4 100.9
16
20" SOUTH i-iF BORINI3 Q
/_-.TH L I FT
MAY 10 5:10 F'M
19.2 103.2 1()0.7
17
AT BORING d
6TH LIFT
MAY 10 5:15 F'M
20.9 1 ¢}2.9 100.4
18
AT BORING I
6TH LIFT
MAY 10 5:20 F'M
20.5 103.5 101.0
_ i "'" . - LBS/CF AT 20.0 F'ERCENT OF'TIMIJH MOISTI_IRE
MAX LABORATFIRY [EN.:.ITY OF 1¢~2.''=,
REPQRTE[i ON LAB NO. lq-5:-}Oc'-' TECHNICIAN"S NAME: O. C:OTTCIN
SOIL _.LA:..=,IFIC:ATION: DARK TAN AND BROWN CLAY WITH LIME:STONE
REMARKS:
COPIES TO:
2-L&N LAND CORF'ORATION, CRIM
1-LICHLITER/dAMESON & ASSOCIATES, ELSIE
1-C:ITY OF COPF'ELL, BARNETT
1-SOUTHWESTERN C:ONTRACTING CO.
RiZ, DNEY ,~~DON C.E.T.
SOUTHWESTERN LABORATORIES, INC.
Constru('.on materials testing, anal),tical chemistry geotechnical engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 21 4/631-2700
L&N LAND CORF'ORATION
ATTN: MR. STEPHEN [:RIM
P.O. BOX 225644
DALLAS, TEXAS 75265
MAY 12, 1982
,_lOB FILE NO. 27126-07
[-.=:2, =,-
LAB NO. I '-~4/ 4
PROdECT NAME: WAODRIDGE A[~DI]'ION - :;;TOCK F:'OND AREA
ARCHITECT/ENGINEER: LICHLITER/JAMESON & ASSOCIATES, EL:=:IE
GENF_..RAL C:ONTRACTC~R: SOUTHWESTERN CONTRACTING COMPANY
REF'ORT OF DEN:=;ITY r-iF :BOIL AND SOIL-AGGREGATE IN F'LACE BY ·
NUCLEAR METHODS (SHALLOW DEF'TH) - A'-:;]M D-27~22
DENSITY TESTS FOR: AF'PROXIMATE LOCATIE~N::;'
'MATERIAL SOURCE: ON-SITE
MINIMUM SF'ECIFIED DENSITY: 95 PERCENT.
****************************************************************************
TEST TEST LOCATION PERCENT DRY DENSITY PERCENT
NO. (HORIZ AND-VERTICAL CONTROL~ MOISTURE LBS/CF ElF MAX
19
15" NORTH OF BORING Q CUT DOWN
4TH LIFT'
MAY 10 5:2.S ·F'M
17 ' 0 10:B.'? 101.4
2O
15" NORTH OF BORING t--.!
5TH LIFT
MAY .10 5:30 F'M
19.3 102.1 99.6
MAX LABORATORY DEN'.BITY OF 102.5 LBS/CF AT 20.0 F'ERCENT OP'flMUM MOISTURE
REF'ORTED ON LAB NO. D-5'F¢02 ]'ECHNICIAN"S NAME: G. COTTON
SOIL CLASSIFICATION: DARK TAN AND BROWN CLAY WITH LIMESTONE
REMARKS:
COPIES TO:
2-L&N LAND CORF'ORATION, C:RIM
1-LICHLiTER/dAMESON &. ASSOCIAIE.S, ELSIE
1-CITY OF COF'PELL, BARNETT
1-SOUTHWESTERN CONTRACTING CO.
'.BOUTHWESTERN LABO~TORIES:
RE, DNEY .J./~B IN C.E.T.
I NE:.
LG