Lakeside V2-LR 960119 (2)' J~ J ~~~ J Maxim Tech.. Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) $31-2700
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: THE KROGER CO
Attn: Michael Roaas
100 Kroger Drive
Keller, TX 76248 PROJECT NO.: 0903506037
REPORT NO.: 35856A
PROJECT: Kroger DATE OF SERVICE: 1/09/96
AUTHORIZATION: John
REPORT DATE: 1/19/96
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 ocf
TEST OF: Build£ng Pad 35461-Lt brown clayey sand * 12.0 121.5
Building Pad 35460A- Tannish bwn clayey ** 8.5 130.0
METHOD OF TEST:
DENSITY: ASTM D2922 SPECIFICATION
MOISTURE: ASTM D3017 DENSITY: 95~ DRY DENSI/~ MOISTURE:-F_ 2% of opt moist
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%) ~ {Pc~ (PM (% mw)
1. 15' North & 30' east of south
west corner building, 4th lift 10.6 12.0 119.6 121.5 98
2. 20' North & 90' east of south
west corner building, 4th lift 11.0 12.0 122.2 121.5 101
3. 30' North & 40' west of south
east corner building, 4th lift 12.6 12.0 121.0 121.5 100
4. 75' North & 50' west of south
east corner building, 4th lift 11.5 12.0 119.8 121.5 99
Report Of Tests Continued On Page 2
1007 LW .O? letters and reports are for the exclusive use of_~ffie client .to whom they .ara addressed a.n.d shall not .be _repr.od~uced ex. cept lq.
mil .wffho. ut the approve~, of the.testl..ng laboratory; ~n.e use o! ou.r. na.m. e rnps.~ receiv~....our w~. ~en app. ro .vq.i...uu~. ~e~e.rs..ano rep. or[s
apply omy to the sample testeo and/Or inspecteo, ann are not ina~caave oT~ne quantities or apparenz~y ioenfical or similar prooucts.
THE KROGER CO REPORT NO. 35856A
PROJECT NO. 0903506037 PAGE 2
DATE OF SERVICE: 1/09/96
REPORT OF TESTS (Continued)
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%1 (%) (Pcfl (Pcfl (% max)
5. 75' North & 90' east of south
west corner building, 4th lift 9.0 8.5 126.1 130.0 97
6. 55' North & 5' east of south
west corner building, 4th lift 10.2 8.5 127.8 130.0 98
Test results on this report meet project
specifications as noted on page 1.
ADDITIONAL COMMENTS:
* 35461 - w/ gravel ** 35460A - sand w/gravel
Technician: Paul D. Butler Started: 07:30AM Stopped: 09:00AM
C.E.T.
Report Distribution:
(1) THE KROGER CO MA, XI.M TECH.eSOUTHWESTERN__ LABS
(1) David Christopher, Inc. (~ -Ether(/fy'~l~-I
(1) city of coppe[[ .A_
Arthur , GET
1007 LW ~C~.,r Iq,'ters and reoorts .are for the exclusive use of_the client .to whom they are addressed and shall not be reproduced except In
TUll .w~tho, ut_the, approva, i of the testing laboratory, ine use or ourname must receve our vwitten approval. Our letters and re[oorts
apply Dray [o tne sample tested and/or inspecte~l, and are not indicative o! the quantities of apparerifly identical or similar products.