Lakeside V2-LR 960116 (5) Maxim Tech.. Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FA~ (214) 920-1891
REPORT OF
IN-PLACE DENSITY
CLIENT: THE KROGER CO
Attn: Michael Roaas
100 Kroger Drive
Keller, TX 76248 PROJECT NO.: 0903506037
REPORT NO.: 35726
PROJECT: Kroger DATE OF SERVICE: 1/05/96
AUTHORIZATION:
REPORT DATE: 1/16/96
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction,
PROJECT DATA MOISTURE/DENSITY RELA~ONS
CONTRACTOR: David Christopher, Inc. OPTIMUM MAXIMUM
MATERIALS MOISTURE % DENSFTY Dcf
TESTOF: Building Pad 35461-Lt. bwn clayey sand * 12.0 121.5
METHOD OF TEST:
DENSITY: ASTM D2922 SPECIFICATION
MOISTURE: ASTM D3017 DENSFP(: 95% DRY DE~SI~ MOISTURE: _+ 2% opt moist
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%) (%) (Pcfl (Pcfl (% max)
1 85' North & 30' west of south
east corner building, third
lift 10.0 12.0 116.7 121.5 96
2. 95'North & 100' west of
southeast corner building
third lift 10.5 12.0 119.8 121.5 99
3. 90' North & 150' west of
southeast corner building,
third lift 11.0 12.0 117.1 121.5 96
Report Of Tests Continued On Page 2
1007 LW Our letters and reports ~e for the excl.us~e use of_the cJlent.to whom they a~e addressed a. nd sh~l not .be_repr.oduced ex. cept In
full .wflhgut.the.approvm' of the.tesfi..ng .mnoratory; ,ne use o! pu..rna.m.e must receive our .wrmen approvm, uur ~ette.rs ana rep. o~s
apply omy To me samme testea ano/or inspectea, ana are not inolcaave of the quantYdes cT apparently identlcad or similar prooucts.
THE [Q{OGT.~. CO REPORT NO. 35726
PROJECT NO. 0903506037 PAGE 2
DATE OF SERVICE: 1/05/96
REPORT OF TESTS ¢conHinu~
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%) (%) (Pcfl (Pcfl (% mu)
4. 40' North & 50' east of south
west corner building, third
lift 10.5 12.0 116.9 121.5 96
5. 40' North & 100' east of south
west corner building, third
lift 13.2 12.0 115.9 121.5 95
6. 45' North & 40' west of south
east corner building, third
lift 12.5 12.0 116.2 121.5 96
Test results on this report meet project
specifications as noted on page 1.
ADDITIONAL COMMENTS:
* 35461 - w/gravel
Technician: Paul D. Butler Started: 08:00AM Stopped: 09:30AM
C.E.T.
Report(i) THE Distribution:KROGER CO M~M TECH,eS~_VESTERN LABS
(1) David Christopher, Inc.
(1) City of Coppe[[ ~E hJ~rly i~'
t CEr
1007 LW Our letters and reports .~e for the exclusive use of_the client .to whom they .are addressed .aDp shall not .be repr.o.d, uced ex. cept Iq
full .with.out the approveJ, of the .te$fl..ng I.abo~at.ory.. ~ n.e use OT..ou.r. na.m. e m.us.t receiv~....our wt. men app..ro .v~,...uu.r ;et~e.rs..and rep. ort. s
apply omy to the sample tested an~or inspec~ea, aha are not in~4catwe ot me qtmmmes OT apparermy ~aenaceJ or $1mltar produc~s.