Woodridge-LR 820402 SOLIiHV /E$ IERf i LAbORA'I-ORIES, Ii,lC.
Conslr~, on rna~eri~l$ ~e$1ip*,, analytical chemistry ,~J geotecllnical engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 214/631-2700
*CORRECTED COPY FOR PROJECT NAME
L&N LAND CORPORATION
ATTN: MR. MIKE WEISS
P.O. BOX 2256,44
DALLAS, TEXAS 7526.5
APR 12 1982
AF'RIL 2, 1982
dOB FILE NO.
LAB NO. D-6172
PROJECT NAME: WOODRIDGE ADDITION SECTION VI, PHASE III
ARCHITECT/ENGINEER: LICHLITER/dAMESON & ASSOCIATES, MR. ELSIE
GENERAL CONTRACTOR: SOLITHWESTERN CONTRACTING COMPANY
REPORT OF DENSITY OF SOIL AND SEmlL-AGGREGATE IN PLACE BY
NUCLEAR METHODS (SHALLOW DEPTH) - AS;TM D-2922
DENSITY TESTS FOR: SITE
MATERIAL SOURCE: ON-SITE
MINIMUM SPECIFIED DENSITY:
PERCENT.
TEST TEST LOCATION PERCENT DRY DENSITY PERCENT
NO. (HORIZ AND VERTICAL [:ONTROL) MOISTURE LBS/CF OF MAX
GRID LINES 5-19+00 W- 5+50
LIFT #1
APRIL i 10:10 AM
22.5~ 105.0 102.4
2
GRID LINES S-20+00 W-6+00
LIFT #1
APRIL 1 10:20 AM .
22.0 107.0 104.4
3
GRID LINES S-21+00 W-6+50
LIFT ~1
APRIL 1 10:30 AM
24.0 104.0 101.5
4
GRID LINES S-22+00 W-6+50
LIFT #1
APRIL I 10:40 AM
23.~ 102.5 100.0
MAX LABORATORY DENSITY OF 102.5 LBS/CF AT 20.0 PERCENT OPTIMUM MOISTURE
REPORTED ON LAB NO. D-5~02 TECHNICIAN'S NAME: W.C. GLENN
SOIL CLASSIFICATION: DARK TAN AND BROWN CLAY WITH LIMESTONE
REMARKS:
COPIES TO:
2-MR. WEISS
1-LICHLITER/dAMESON & ASSOC:IATES
1-SOUTHWESTERN C:ONTRACTING
1-CITY OF COPPELL, MR. BARNETT
SOUT ESTER LABO' TARIES
RODNEY Z'I' ~ C. iORDON C:. E. T.
I NC.
SOUTHWESIERN LAEIORATORIES, ii, lC.
Con.~tru~.ton materials testing, analytical chemistry' geotechnica! engineering
P.O. Box 10687 · 1319 Crampton Street · Dallas. Texas 75207 · 214/631-2700
*CORRECTED COPY FOR PROJECT NAME
L&N LAND C:ORF'ORATION
ATTN: MR. MIKE WEISS
P.O. BOX 225644
DALLAS, TEXAS 75265
APRIL 2, 1-9E:2
:IGB FILE NO.
LAB NO. D-6172-1
PROJECT NAME: WOODRIDGE ADDITION SECTION VI, PHASE III
ARCHITECT/ENGINEER: LICHLITER/.JAMESON ~,. ASSOCIATES, MR. ELSIE
GENERAL CONTRAC:TCIR: SOUTHWESTERN C:ONTRAC:TING COblF'ANY
REF'ORT OF [,ENSITY OF SOIL AND SOIL-AGGREGATE IN F'LACE BY
NUCLEAR METHODS (SHALLOW DEPTH) - ASTM D-2'.~22
DENSITY TESTS FOR: :SITE
MATERIAL SCiLIRCE: ON-SITE
MINIMUM SF'ECIFIED DENSITY:
:~5 F'ERC:ENT.
***************************************************************************
TEST TEST LOCATION F'ERE:ENT DRY DENSITY F'ERCENT
NO. (HORIZ AND VERTICAL CONTROL) MOISTURE LBS/CF OF MAX
5 GRID LINES S-17+50 W-5+50 "
LIFT ~1
APRIL 10:50 AM 18.5 iiI.O 108.3
6
GRID LINES S-16+:BO W-4+15
LIFT ~1
APRIL 1 11:00 AM.
22.9 105.0 1!)2.4
7
GRID LINES 16+15 W-3+iO
LIFT #1
APRIL 1 11:10 AM
2.~. 0 102.0 'T7 ~. 5
8
GRID LINES S-16+:30 W-1+50
LIFT #1
APRIL 1 11:20 AM
24.0 106.0 103.4
MAX LABORATORY DENSITY OF 102.5 LBF-;/CF AT 20.0 PERCENT OF'TIMUM MO"IS;TURE
REPORTED ON LAB NO. [,--5':T, 02 I'EC:HNIC:IAN"S NAME: W.C:. GLENN
SOIL CLASS;IFICATION: DARK' TAN AND BRC'WN CLAY WITH LIMEST~ZINE
REMARKS:
COPIES TO:
2-MR. WEISS
1-LICHLITER/JAMESON & ASSOC:IATES
1-SOUTHWESTERN CONTRACTING
1-CITY OF COF'PELL, MR. BARNETT
ES
I NC:.
SOUlHVdESTERAI LASORAI'ORIES, INC.
Conxtr,~_,ion malerials testing, analytical chemistr)' d geotechnical engineering
P.O. Box 10687 * 1319 Crampton Street * Dallas, Texas 75207 · 214/631-2700
*CORRECTED COPY FOR PROJECT NAME
L&N LAND C:ORPORATION
ATTN: HR. HIKE WEISS
P.O. BOX 225644
DALLAS, TEXAS 75265
APR I L 2 1782
dOB FILE NO.
LAB NO. D-6172-2
PRO._IECT NAME: WOODRI DGE AI]DI T ION '. SECTION VI, PHASE I I I
ARCHITECT/ENGINEER: LICHLITER/JAMESON & ASS;OCIATES, MR. ELSIE
GENERAL .E:ONTRACTOR: SOUTHWESTERN CONTRACTING COMPANY
REF'ART ElF DENSITY OF SOIL AND SOIL-AGGRE'}ATE IN F'LACE BY
NUCLEAR METHODS (SHALLOW DEPTH) - ASTM D-2S~22
DENSITY TESTS FOR: SITE
MATERIAL SOURCE: ON-SITE
MINIMUM SPECIFIED DENSITY:
~5 F'ERCENT.
***************************************************************************
TEST TEST Ld'CATI ON F'ERF:ENT DRY DENSITY PERF:ENT
NO. (HORIZ AND ~ERTIC:AL C:ONTROL) MOISTURE LBS/CF OF MAX
GRID LINES; S-15+25 W-2+25
LIFT ~1
APRIL 1 11:30 AM
23.3 10:]-:. 0 100.5
10
GRID 'LINES S-15+75 W-4+15
LIFT #1
APRIL 1 11:40 AM.
24.7 .99.0 96.6
MAX LABORATORY DENSITY OF 102.5 LBS/CF AT 20.0 F'ERCENT OF'TIMUM MOIS;TURE
REPORTED ON LAB NO. D-5902 TECHNICIAN"S NAME: W.C. GLENN
SOIL C:LASSIFICATION: [lARK TAN AND BROWN CLAY WITH LIMESTONE
REMARKS:
COPIES TO:
2-MR. WEISS
1-LICHLITER/JAMESON & ASSOCIATES
1-SOUTHWESTERN CONTRACTING
1-CITY OF COPPELL, MR. BARNETT
S~STERN _A BI]I~:
I NC.
LG