Lakeside V2-LR 960125 (4) Maxim Tech.. Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Oallas, Texas 75222
Telephone: (214) 631-2700
T E C H N O L O G I E S I N C FAX: (214) 920-1891
REPORT OF
IN-PLACE DENSITY
CLIENT: THF. REOGF. R CO
ArCh: Michael Roaas
100 Kroger Drive
Keller, TX 76248 PROJECT NO.: 0903506037
REPORT NO.: 36619
PROJECT: Kroger DATE OF SERVICE: 1/25/96
AUTHORIZATION: John
REPORT DATE: 1/2 5/9 6
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
PROJECT DATA MOISTURE/DENSITY RELATIONS
CONTRACTOR: David Christopher, Inc. OPTIMUM MAXIMUM
MATERIALS MOISTURE % DENSITY pcf
TEST OF: Building Pad 36371A-Reddish brown silty * 13.5 116.5
Water Line 35461- Light bwn clayey sand** 12.0 121.5
METHOD OF TEST:
DENSITY: AiTM D2922 SPECIFICATION
MOISTURE: ASTM D3017 DENSITY: 95% DRY DENSITY MOISTURE: +_ 2% opt moist
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION
1. Building ~ad, 45' south & 30'
west ot the northeast corner
of building, 5th lift 13.6 13.5 117.4 116.5 101
2. Building Pad, 50' south & 75'
west of the northeast corner
building, 5th lift 13.5 13.5 113.4 116.5 97
3. Building Pad, 45' south
125' west of the northeast
corner building, 5th lift 11.6 13.5 120.4 116.5 103
Report Of Tests Continued On Page 2
1007 LW Our letters and reports are for the exclusive use oft[he client.to whom they .are ad. dressed .ag.d stedl not .be.[reprp.duced except In.
full without the approvN, of the .tesfl.n.g .~borat.ory: in.e use ~ gu..rna.m, e mps..[ recewq....our wt. ~en aPP. ro.~F~._.uu,r letters .a_no rep~.o_n~s_
apply only to the sample testeo ano/or inspec~eo ano are no~ i/lOlCal]ve orT~le quarnJtles Ot apparermy iOemlCal or sim mr proouc~s.
THE F,_~OGER CO REPORT NO. 36619
PROJECT NO. 0903506037 PAGE 2
DATE OF SERVICE: 1/25/96
REPORT OF TESTS (Continu~)
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (~ {%) (Pcfl (P~ (% mu)
4. Building Pad, 20' south & 20'
west of the northeast corner
5th lift 14.2 13.5 113.5 116.5 97
5. Building Pad, 30' south & 65'
west of the northeast corner
building, 5th lift 14.1 13.5 112.9 116.5 97
6. Building Pad, '30' south & 150'
west of the northeast corner,
5th lift 15.1 13.5 111.6 116.5 96
7. Water Line, west side of bldg.
65' north of fire hydrant,
southwest of bldg. 2nd lift 10.0 12.0 117.8 121.5 97
8. Water Line, west side of bldg.
125' north of fire hydrant.
southwest of bldg., ~inal lift 10.0 12.0 118.9 121.5 98
Test results on this report meet project
specifications as noted on page 1.
ADDITIONAL COMMENTS:
* 36371A- sandy clay w/iron ore fragments ** 35461- w/gravel
Technician: Paul D. Butler Started: 08:30~M Stopped: 10:30AM
C.E.T.
Report Distribution: MAXIM TECH.~SOUTHWESTERN LABS
(1) THE KROGER CO .~
(1) David Christof~er, Inc.
(1) City of Coppe[[
III, CET
1007 LW Our letters and reports are for the exclusive use of_the cllem.to whom they .ere ad. dressed a..n.d shall not .be.[epr.o.d. uced ex. cept in.
full without the approvaJ of the testing laboratory, ine use or ouma.m.e re.us! rece~ve....our wr. ~t~en appro.v~....uu.r ~et~ey$..am3 rep. ohs
apply only to the sample tested and/~r InspecteU, and are not Indic. save oT the quantifies oT apparerit~y ~aermcal or s~mllar proaucts.