Woodridge-LR 820426Constr on materials testing, analytical chemistr) l~zl geotechnical engineering
P.O. Box 10687 · 1319 Crampton Street · Dallasl Texas 75207 · 214/631-2700
L&N LAND CORPORATION
ATTN: MR. MIKE WEISS
p.l-~. BOX -'-.-,:,44
DALLAS, -[EXAS 75265
APRIL 2/:,, 1982
dOB FILE NO. 27126-1.9
LAB NO. D-7604
PRO.JECT NAME: WOODRI DGE ADDI T I ON :--:EC:T I ON IV & VI, F'HASE I I I
ARCHITECT/ENGINEER: LIC:HLITER/dAMESC~N & A'-E:SC~CIATES
GENERAL CONTRACTOR: SOUTHWES'[ERN CONTRACTING COPIPANY
REPORT OF [EN.:,ITY OF :5;OIL AND .':;r'iIL-AGGREGATE IN PLACE BY
NUCLEAR METHOD.S (SHALLOW ]3EF'TH) - A.'E_-:TM B-'2922
DENSITY TESTS FOR: SITE
MATERIAL SOUR(:E: ON-SITE
MINIMUM SF'ECIFIED DENSITY:
?5 PERCENT,
TEST TEST LOCATION F'ERF:ENT [tRY DENSITY F'ERCENT
NO. (HORIZ AND VERTICAL CONTROL) MAI:3TURE LBS/CF OF MAX
STATION F'OI~4T 7+50 WEST 26+50 SOUTH
1ST LIFT
APRIL 22 4:15 PM
23. 1 101.7 99.2
STAT. ION F'OINT 1+75 WEST 26+70 SOUTH
1ST LIFT
APRIL 22 4:40 F'M
25.2 '.9.9.6 .97.2
5
STATION F'OINT 1+75 WE'._=;T '.--.'5+40 :_:;OUTH
1ST LIFT
APRIL 22 4:50 PM
24.6 '78. :9 5~6.5
6
STATION F'OINT 1+80 WEST 24+50 SnUTH
1ST LIFT
APRIL 22 4:55 F'M
23.7 100.4 98.0
MAX LABORATORY (ENTITY OF 102.-=, LBS/CF A'r 20 0 PERCENT AF'TIMUM MOISTLIRE
REPORTED ON LAB NO. D-5'~02 TECHNI(:IAN"S NAME: Z. LANGSTON
SOIL CLASSIFICATION: DARK TAN AND BROWN (:LAY WITH LIME'STONE
REMARK:E;:
COPIES TO:
1-L&N LANC, WEISS
1-SOUTHWESTERN CONTRACTING CO.
1-LICHLITER/.JAMESON &. ASSOCIATES
1-C:ITY OF C:OPPELL, BARNETT
.'E;OLITHWF_,CcGTERN LwA,BORATCC¢'~ ES; I NC:.
SOUTHWESTERN LABORATORIES, INC.
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Constrh, tion material,, testing, onaO, tical c emis ry and 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, TEXAS 75265
APRIL 26, 1982
dOB FILE NO. 27126-1.9
LAB NO. D-7604-1
PROJECT NAME: WOODRIDIZ~E ADDITI~]N SECTION IV & VI, F'HASE III
ARCHITECT/ENGINEER: LICHLITER/JAMESON & ASSACIATES
6ENERAL C:ONTRACTOR: SOUTHWESTERN CONTRACTING Iz:OMPANY
REPORT OF DENSITY OF SOIL AND SOIL-AGGREGATE IN PLACE BY
NUCLEAR METHODS (SHALLOW DEPTH) - ASTM [;-2922
DENSITY TESTS FOR: SITE
MATERIAL SOURCE: ON-SITE
MINIMUM SPECIFIED DENSITY:
?5 PERC:ENT.
TEST TEST LOCATION PERCENT DRY DENSITY PERCENT
NO. (HORIZ AND ~ERTICAL CONTROL) MOISTURE LBS/CF OF MAX
2
STATION POINT 5+50 WEST 26+50 SOUTH
1ST LIFT
APRIL 22 4:2.5 PM
30. 1 95. 1 100. 1
3
STATION POIN'r 3+50 WEST 26+90 SOLITI4
IST LIFT
APRIL 22 4:35 PM.
30.5 .93.6 98.5
7
STATION POINT 2+40 WEST 25+80 SOUTH
IST LIFT
APRIL 22 5:05 F'M
30.8 90.2 94.9
8
· STATION POINT 4+60 WEST 25+85 SOUTH
1ST LIFT
APRIL 22 5:18 F'M
31.8 ~1.0 95.8
NOTE: ASTERISK INDIC:ATES VALUE LESS THAN SPECIFIED MINIMUM.
MAX LABC~RATORY DENSITY OF :95.0 LB'S/CF AT 27. I PERCENT OF'TIMUM MOISTLIRE
REF'ORTED ON LAB NO. D-323:3 TEC:HNII_-:IAN'"S NAME: Z. LANGSTON
SOIL CLASSlFIC:ATION: DARK BROWN CLAY
REMARKS:
COPIES TO:
1-L&N L.ANC, WEISS
1-SOUTHWESTERN C:ONTRACTING C:O.
1-LICHLITER/dAMESON & ASSOCIATES
1-CITY OF C:OPPELL, BARNETT
SC'LIT~TRN ~AB~TC~IES INC.
ON ,::. E. T.
SOUI'HWES ERAI LAE, tJRAI'OP. IES
Construt.,on materials testing, anaO'tical chemistry -geotechnical engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 214/631-2700
L&N LAND C:ORF'ORATIOIq
ATTN: MR. MIKE WEISS
P.O. BOX 225644
DALLAS, TEXAS 75265
APRIL 26,,~9°'-'.._.~_
.JOB FILE NC'. 27126-1SJ
LAB NE'. D-7604-2
PRD,JECT NAME: WOODRIDGE ADDITION SECTION IV &. VI, F'HA:=;E III
ARC:HITECT/ENGINEER: LIC:HLITER/JAME'.SON &. A:--:SOCIATE:-::
GENERAL CONTRACTOR: .SOUTHWESTERN CONTRACTING COMF'ANY
REPORT OF DENSITY OF SC, IL AND SOIL-AGGREGATE IN F'LACE BY
NUCLEAR METHOD.S (.SHALLOW DEPTH) - A;E;TM D-2'~22
DENSITY TESTS FOR: SITE
MATERIAL SOURCE: ON-:SITE
MINIMUM SPEr:IFIED DENSITY:
?5 F'ERCENT.
TEST TEST LGCA]'ION PERC:ENT DRY DEN'.=;ITY F'ERCENT
NC'. (HORIZ AND .VERTIC:AL C:ONTROL) MOISTURE LBS/CF OF MAX
11
STATION F'OINT 24+50 :_:;F~UTH 5+60 WEST
2ND LIFT
._: F'M
APRIL 22 .~ 33
30.3 'F-' 5.4 100.4
15
STATIEIN POINT 4+40 WEST
2ND LIFT
APRIL 22 5:F,2 F'M'
30.3 ?5.8 100.8
MAX LABORATORY DENSITY OF 95.0 LBS/CF AT 27. 1 F'ERCENT OF'TIMUM MOI:S:TURE
REPORTED ON LAB NO. D-:B'---.'33 TECHNICIAN"S NAME: Z. LANGSTON
SOIL C:LASSIFIC:ATICIN: I, ARK BROWN C:LAY ,
REMARKS:
COPIES TO:
1-L&N LANE:, WEISS
I-SOUTHWESTERN CONTRACTING C:O.
1-LICHLITER/dAMESON & ASSOCIATES
1-CITY OF COPPELL, BARNETT
SOUTHWESTERN ]_ABGRATOR I ES
R_.[NEY ,..//3RDON C.E.T.
I NC:.
L6
50UI-i-iV /ESTERN LABORATORIES, INC.
h
Constr._.ion materials testing, analytical c emistry and geotecl~nical engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 214/631-2700
L&N LAND C:ORF'ORATION
ATTN: MR. MIKE WEISS
P.O. BOX 225644
DALLAS, TEXAS 75265
APRIL 26, 1982
,_lOB FILE NO. 27126-19
I_AB NO. D-7604-3
PRO,_IECT NAME: 1400DRI[,BE ADDITION :'-';ECTION IV & .VI, F'HASE III
ARCHITECT/ENGINEER: LIC:HLITER/,-IAME'.-=;ON & ASSOCIATES
GENERAL CONTRACTOR: SOUTHWESTERN CONTRACTING COMF'ANY
REF'ORT OF DENSITY OF SOIL AND SOIL-AGGREGATE IN F'LACE BY
NUCLEAR METHODS (.SHALLOW DEPTH) - ASTM D-2~22
DENSITY TESTS FOR:.,'='ITE
MATERIAL SOURCE: ON-SITE
MINIMUM SPECIFIED DENSITY:
95 F'ERCENT.
TEST TEST LOCATION F'ERCENT DRY DENSITY F'ERCENT
NO. (HORIZ ANB VERTICAL CONTROL) MOISTLIRE LBS/CF OF MAX
9
.'_--;TAT I ON POINT 25+60:301_ITH 5+:3¢~ WE:BT
2ND LIFT
APRIL °2 .~ 22
~- ._: F'M
10
STATION POINT ~.;+.:,.~ SOUTH 6+60 WEST
2ND LIFT
APRIL 22 5:27 F'M'
22.8 96:. I 96.7
MAX LABORATORY DENSITY OF 101.5 LBS/C:F AT 19.3 F'ERCENT OPTIMUM MOI:E;TLIRE
REPORTED ON LAB NO. D-6473-B TECHNICIAN-"S NAME: Z. 'LANG:E;TON
SOIL CLASSIFICATION: LIGHT TAN AND YELLOW CLAY
REMARKS:
COF'IES TO:
1-L&N LANC, 'WEISS
1-SOUTHWESTERN CONTRACTING C:O.
1-LICHLITER/dAMESON & ASSOCIATES
1-C:ITY OF COPPELL, BARNETT
SOI_ITHJ,,tES-FERN LABOFLATOF~,I ES I NC.
RODNEY d//,X__~OREE~N -C:. E. T.
LO
SOUTHWESTERN LABoRAToRIES, IhlC.
Construction materials testing, analytical chemistry geotechnical engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 214/631-2700
L&N LAND CC~RF'CIRATION
ATTN: MR. MIKE WEISS
P.O. BOX 225644
DALLAS, TEXAS 75265
APRIL 26, 1782
.JOB FILE NO. 27126-19
LAB NO. [,-7604-4
F'Rrj._IECT NAME: WOODRIDGE ADEiITION SECTION IV &. VI, F'HASE III
ARCH I TECT/ENG INEER: L I C:HL 1TER/.JAME'.Z;ON & AS:30C: I ATES
GENERAL CONTRACTOR: SC~UTHWESTERN CONTRACTING- COMF'ANY
REF'ORT OF DEN:E;I"rY OF SOIl_ AND .c_;OIL-AE~3REC~ATE IN F'LAr:E BY
NUCLEAR METHODS (-SHALLOW DEPTH) - ASTM ~.--'. ~
DENSITY TESTS FOR: SITE
MATERIAL SOURC:E: ON-SITE
MINIMUM SPECIFIED rlENSITY: 95 F'ERCENT.
TEST TEST LOCATION PERCENT E~RY DENSITY PERCENT
(HORIZ AND _VERTICAL CONTRCiL) MOISl'URE LBS/CF OF MAX
NCI.
12
13
STATION POINT 24+80 :E;OUTH 3+50 WEST
2ND LIFT
APRIL 22 -~, ::::z: F'M
STATION F'~Z~INT 00+70 WEST 23+50 SOUTH
2ND L!FT
APRIL 22 5:42 PM
27.2 8?. '.--.~ '~'5.0
29.0 ' 92.3 '.z.~7.6
14
STATION POINT 3+80 WEST 23+70 SOUTH
2ND LIFT
AF'RIL 22 5:49 PM
28.8 '71.9 77. I
,MAX LABORATORY DENSITY OF :--.J4.6 LBS/CF AT 24.8 F'ERCENT OF'TIMUM MOISTURE
REF'ORTED ON LAB NO. D-647:3-A TECHNICIAN"S NAME: Z. LANGSTON
'-' I . ,1.. ,-.
.:.CIL CLA.:..:,IFICATION: DARK BROWN C:LAY
REMARKS:
COPIES TO:
1-L&N LANC, WEISS
1-SOUTHWESTERN CONTRACTING C:O.
1-LICHLITER/dAMESON & ASSOC:IATES
1-CITY OF COPPELL, BARNETT
:E; CIl_l~, S l ER~,]LA~T OR IES
R,-,DNEY , ~.//~ORDON C:. E. T.
I NC:.
LG